CN211603186U - Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body - Google Patents
Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body Download PDFInfo
- Publication number
- CN211603186U CN211603186U CN202020242800.5U CN202020242800U CN211603186U CN 211603186 U CN211603186 U CN 211603186U CN 202020242800 U CN202020242800 U CN 202020242800U CN 211603186 U CN211603186 U CN 211603186U
- Authority
- CN
- China
- Prior art keywords
- slope
- water
- storage tank
- water storage
- slope body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 47
- 230000008878 coupling Effects 0.000 title claims abstract description 19
- 238000010168 coupling process Methods 0.000 title claims abstract description 19
- 238000005859 coupling reaction Methods 0.000 title claims abstract description 19
- 230000006378 damage Effects 0.000 title claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 215
- 239000002689 soil Substances 0.000 claims abstract description 66
- 238000004088 simulation Methods 0.000 claims abstract description 57
- 230000008595 infiltration Effects 0.000 claims abstract description 35
- 238000001764 infiltration Methods 0.000 claims abstract description 35
- 238000000034 method Methods 0.000 claims abstract description 29
- 230000008569 process Effects 0.000 claims abstract description 24
- 238000012544 monitoring process Methods 0.000 claims abstract description 21
- 230000006641 stabilisation Effects 0.000 claims abstract description 7
- 238000011105 stabilization Methods 0.000 claims abstract description 7
- 238000003860 storage Methods 0.000 claims description 68
- 230000002572 peristaltic effect Effects 0.000 claims description 32
- 239000011521 glass Substances 0.000 claims description 26
- 239000010935 stainless steel Substances 0.000 claims description 23
- 229910001220 stainless steel Inorganic materials 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 238000006073 displacement reaction Methods 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 229910000838 Al alloy Inorganic materials 0.000 claims description 17
- 239000003673 groundwater Substances 0.000 claims description 16
- 238000007789 sealing Methods 0.000 claims description 16
- 238000005086 pumping Methods 0.000 claims description 15
- 239000011148 porous material Substances 0.000 claims description 12
- 239000011159 matrix material Substances 0.000 claims description 10
- 238000005520 cutting process Methods 0.000 claims description 7
- 230000005540 biological transmission Effects 0.000 claims description 6
- 230000001276 controlling effect Effects 0.000 claims description 6
- 230000001105 regulatory effect Effects 0.000 claims description 6
- 239000005060 rubber Substances 0.000 claims description 6
- 239000004927 clay Substances 0.000 claims description 5
- 230000001965 increasing effect Effects 0.000 claims description 5
- 230000004044 response Effects 0.000 claims description 5
- 239000004952 Polyamide Substances 0.000 claims description 4
- 229920002647 polyamide Polymers 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 230000005012 migration Effects 0.000 claims description 3
- 238000013508 migration Methods 0.000 claims description 3
- 229920001296 polysiloxane Polymers 0.000 claims description 3
- 238000009736 wetting Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 230000005068 transpiration Effects 0.000 abstract description 18
- 230000000694 effects Effects 0.000 abstract description 12
- 238000011160 research Methods 0.000 abstract description 12
- 238000004873 anchoring Methods 0.000 abstract description 7
- 230000002787 reinforcement Effects 0.000 abstract description 7
- 230000033228 biological regulation Effects 0.000 abstract description 5
- 230000001939 inductive effect Effects 0.000 abstract description 2
- 230000008901 benefit Effects 0.000 description 6
- 241000196324 Embryophyta Species 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 4
- 229910052782 aluminium Inorganic materials 0.000 description 4
- 238000013461 design Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000007246 mechanism Effects 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 description 2
- 229920005372 Plexiglas® Polymers 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 2
- 230000001808 coupling effect Effects 0.000 description 2
- 230000001687 destabilization Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 208000005156 Dehydration Diseases 0.000 description 1
- 229920005439 Perspex® Polymers 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
- 239000004926 polymethyl methacrylate Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000008054 signal transmission Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a root system and seepage flow coupling downhill path body destroy criterion research centrifugal model test system, include: the system comprises a rigid simulation box, an underground water seepage system, a root biomechanical soil stabilization system and a slope body moisture-stress-deformation monitoring system; the method is characterized in that a large geotechnical centrifuge is used for reducing the real stress environment of a vegetation covered slope body, the biomechanics soil-fixing functions (transpiration and reinforced soil-fixing effects) of different vegetation root types are simulated, the seepage evolution path and the infiltration line height of the slope body are changed by accurately applying the hydraulic environment conditions of the rear edge of the slope body in a grading manner, and the whole process of inducing the instability destruction evolution of the slope body is simulated. Wherein, large-scale geotechnological centrifuge provides the stress environment of prototype slope body for the slope body model. The underground water seepage system provides stable underground hydraulic gradient conditions with different heights for the slope body. The root system biomechanical soil fixation system realizes the regulation and control of the transpiration effect of the root system on the water on the slope surface and the soil fixation effect of the root system reinforcement anchoring.
Description
Technical Field
The utility model relates to a geotechnical engineering and test model technical field, in particular to seepage flow and the general centrifugal model test system of the research of the critical condition of root system solid soil coupling downhill path body unstability.
Background
The mountain area of China accounts for 69% of the land area, and is one of the most seriously harmed countries by collapse and landslide disasters. Under the conditions of frequent extreme rainfall events and aggravated engineering disturbance, landslide hazard risks are continuously increased, and the importance of disaster prevention and reduction is increasingly highlighted. The collapse landslide of the vegetation cover slope body in the mountainous area has the characteristics of wide distribution range, frequent occurrence, high harmfulness, complex water environment and the like. Compared with the traditional slope protection mode, the plant slope protection has the characteristics of low investment and low maintenance, and can protect the environment and beautify the ecological landscape. The infiltration of water into the slope is the main disaster-causing factor for inducing the destabilization and destruction of most vegetation-covered slopes. The seepage effect of underground water inside the slope body can cause the pore water pressure and the water content of the rock-soil body to change, and meanwhile, the increase of the water content can cause the shear strength parameter of the rock-soil body to be greatly reduced, so that the instability of the slope body is gradually induced. The slope instability types are divided into two types according to the water seepage path: the first type is that the rear edge of a vegetation covering slope body has higher underground water level environment or fissure water filling, and the inside of the slope has the function of lateral seepage so that a seepage line gradually migrates from the rear edge of the slope body to the slope surface to induce the instability of a dam or a barrage dam; the second type is that the slope enters a flood season from dry seasons, the height of groundwater in the slope is increased, the rock-soil mass can be acted by confined water or capillary water, the effective stress of the rock-soil mass is reduced, the shear strength is reduced, and the slope is subjected to grading instability.
The use of vegetation in geotechnical engineering has gained increasing attention in recent years. The plant root system transpires and absorbs water, so that the pore water pressure of the soil body can be reduced, the shear strength of the soil body is improved, and the permeability coefficient of the soil body is reduced. From the perspective of geotechnical engineering, the vegetation can not only enhance the stability of the shallow soil slope body through the mechanical characteristics of the root system, but also evaporate the water of the slope body through transpiration to generate suction in the soil body, thereby improving the strength of the soil body and improving the stability of the shallow slope. After the slope body is covered with the vegetation root system, the root system has the biological soil fixation effect, namely the reinforcement effect of the shallow root system and the anchoring effect of the deep root system. The existing test system does not consider the biomechanical function of the vegetation root system, and is difficult to simulate the transpiration and the reinforcement anchoring of the vegetation root system. It can be seen that the adverse disaster-causing factors of groundwater seepage and the coupling effect of root system biological soil fixation are mutually restricted, and no quantitative description can be given yet. Therefore, the research on the critical condition of instability of the downhill body by coupling seepage and root soil fixation is always an important and advanced scientific problem.
At present, research on instability critical conditions of a plant-coated slope body mainly focuses on testing means such as numerical simulation and model test in a normal gravity environment. The geotechnical centrifugal model test can simulate the real ground stress environment of a slope body, reappear the coupling effect of groundwater seepage and root system biological soil fixation, monitor the instability process of a vegetation covered slope body, determine the instability critical condition of the slope body, and provide visual and reliable test data for academic and engineering circles. The existing similar model test system at home and abroad has single structure and simple mode, and the real ground stress environment cannot be met. Most model test systems focus on simulating rainfall infiltration-induced instability of non-vegetation-covered slopes. The existing model test system can not carry out centrifugal test simulation on various seepage boundaries caused by complex hydraulic gradient environments such as slope trailing edge water level height change, confined water, crack water filling and the like. The main advantage of using the centrifuge model to research the stability of the slope body is that the small-scale physical model can be positioned in the mechanical environment corresponding to the prototype by improving the simulated gravity acceleration level, thereby effectively simulating the stability and instability critical conditions of the prototype slope body. Therefore, the existing model test system cannot provide an underground water seepage environment and a real stress environment for a slope body, and cannot simulate the transpiration and the reinforcement anchoring of a vegetation root system. A set of general centrifugal model test system for realizing the research on the critical condition of the instability of the downward slope body by the coupling of seepage and root soil fixation is needed to be constructed.
At present, the instability model test system for vegetation cover slope bodies at home and abroad has the following defects:
(1) the system can simulate a single stratum structure, cannot simulate complex stratum structure combination, and does not consider vegetation on shallow layers of the slope surface;
(2) most model test systems are in a normal gravity environment and cannot restore the real ground stress environment of the prototype slope body;
(3) the model test system mostly focuses on the research of the ungrowed plain slope, does not consider the biomechanical function of the vegetation root system, namely the transpiration and the reinforcement anchoring of the vegetation root system cannot be simulated;
(4) the seepage conditions of the model test system are single, and are mostly concentrated in a rainfall test, so that the hydraulic gradient conditions of underground water cannot be quantitatively regulated and controlled;
(5) the model test system has single monitoring parameter and cannot comprehensively consider a multi-field coupling response mechanism of parameters such as a water field, a stress field, a displacement field and the like of a slope body;
(6) the vegetation coverage effect is not comprehensively considered from the engineering perspective in the geotechnical engineering slope design at home and abroad mainly because the soil fixation mechanism of the plant slope protection is lack of comprehensive and deep knowledge.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to the scientific question of the unstable critical condition that mountain area groundwater infiltrates and induces different root type vegetation cover slope body, provide a root system and seepage flow coupling downhill path body and destroy criterion research centrifugal model test system, problem that can the above-mentioned prior art of effectual solution exist.
In order to realize the purpose of the utility model, the utility model discloses the technical scheme who takes as follows:
a centrifugal model test system for researching root system and seepage coupling downhill body damage criterion comprises: a slope model 35, a rigid simulation box, an underground water height control system, a root biomechanical soil fixation system, a slope moisture-stress-deformation monitoring system and a control room computer 30;
a groundwater height control system, a root system biomechanical soil fixation system and a slope body moisture-stress-deformation monitoring system are arranged in the rigid simulation box;
the slope model 35 is trapezoidal and is filled on one side of the rigid simulation box by adopting soil samples in a layered and compacted mode.
The rigid simulation box includes: the simulation box 9, the organic glass side wall 10, the box upper cover plate 11, the slope body rear side sealing groove 12 and the steel support 13 with the hole on the slope toe.
And a transparent organic glass side wall 10 is arranged on the side surface of the simulation box 9 and is used for monitoring the migration process of the wetting front of the slope body and the evolution rule of the height of the infiltration line in real time. A rubber ring is arranged on the contact surface of the organic glass side wall 10 and the simulation box 9, the rubber ring is fixedly sealed through a bolt, a sealing groove 12 is arranged on the lower portion of the left side of the slope model 35, and a steel support 13 with holes is arranged on the slope foot on the right side of the model.
The organic glass side wall 10 can be detached, which is beneficial to the manufacture and the form removal of the slope model 35 before and after the test.
The groundwater level control system includes: the system comprises a water storage tank 1, a flow rate control peristaltic pump 2, a one-way electromagnetic valve 3, a shunt pipeline 4, an infiltration porous stainless steel pipe 5, a micro water level sensor 6, a flow rate controller 7 and a water level transmitter 8;
the water storage tank 1 is fixed on the upper portion of the cover plate 11, the water level transmitter 8 is installed at the bottom in the water storage tank 1, the flow rate control peristaltic pump 2 is connected to the flow rate controller 7 through the aviation plug to control the signal lead of the peristaltic pump 2, the peristaltic pump 2 is opened and closed, and the water injection speed and the height of the underground water level can be adjusted. The flow rate controller 7 regulates and controls the peristaltic pump 2 to operate, the peristaltic pump 2 operates to drive water flow to move so as to lead water out of the large-scale water storage tank 1, the water flow enters the flow dividing pipeline 4 which divides eight ways through one pipeline after passing through the one-way electromagnetic valve 3 and the peristaltic pump 2, and the eight-way flow dividing pipeline synchronously conveys the water to the bottoms of the eight infiltration porous stainless steel pipes 5. A micro water level sensor 6 is arranged in the infiltration porous stainless steel pipe 5 and used for feeding back the water level height in real time.
The root system biomechanical soil stabilization system comprises: the device comprises a high-air-intake-value argil head 14, artificial roots 22 with different shapes, a water pumping one-way valve 15, a primary water storage tank 16, a secondary water storage tank 17, a suction transmitter 18 at the bottom of the primary water storage tank 16, a primary water storage tank suspender 19, a suction water conveying pipeline 21, a vacuum pump 20 and a start-stop switch 23;
The artificial root 22 is mainly formed by overlapping and assembling a high-air-intake-value argil head 14 and polyamide PA hollow pipes in different shapes.
The start-stop switch 23 starts the vacuum pump 20, and the negative pressure in the water pumping pipeline is started. The high air intake value pottery clay head 14 of the artificial root 22 pumps water at the root end of the slope under vacuum negative pressure, and the water passes through the water pumping check valve 15 along the suction water conveying pipeline 21 and reaches the primary water storage tank 16 and the secondary water storage tank 17 for storage. A suction transducer 18 at the bottom of the primary water storage tank 16 monitors the vacuum level of a vacuum pump 20 and measures the amount of transpiration water during the process of drawing water from the soil. When the vacuum pump is closed, the water pumping check valve 15 can prevent the water in the water pumping pipeline and the water storage tank from flowing back to the root end and entering the slope body. The two-stage water storage tank design effectively prevents moisture from entering the vacuum pump 20.
The moisture-stress-deformation monitoring system comprises: a stress soil pressure sensor 24, a water moisture content sensor 25, a matrix suction sensor 26, a pore water pressure sensor 27, a deformation displacement sensor 28, a slope body external deformation shooting and recording assembly and a data acquisition processor 29;
a stress soil pressure sensor 24, a water moisture content sensor 25, a matrix suction sensor 26 and a pore water pressure sensor 27 are embedded in the slope; a deformation displacement sensor 28 arranged on the surface of the slope body;
the stress soil pressure sensor 24, the water moisture content sensor 25, the matrix suction sensor 26, the pore water pressure sensor 27 and the deformation displacement sensor 28 are all connected to the data acquisition processor 29 through data transmission lines;
the data acquisition processor 29 is connected with a control room computer 30 through a data transmission line, and monitors real-time response conditions of stress, moisture and deformation of the slope body. An aluminum alloy T-shaped bracket 31 is fixed on the upper cover plate 11 of the box body, and the deformation displacement sensor 28 is fixed on the aluminum alloy T-shaped bracket 31 through a clamp.
The slope body external deformation shooting and recording assembly is used for recording the front-side graded instability collapse process of the slope body at intervals and observing the instability process and the seepage line evolution of the side face of the model in real time.
The sealing groove 12 is used for fixing the infiltration porous stainless steel pipe 5 in the water tank and controlling the height of the slope body underground water to be increased from 20 cm. Sponge is filled in the steel bracket 13 with holes of the model slope toe and is used for storing excessive moisture seeped out from the slope body and preventing the moisture from accumulating on the slope toe. And a layer of 50-mesh stainless steel gauze is bound outside the infiltration porous stainless steel pipe 5 for regulating and controlling the water supply seepage rate.
Furthermore, the peristaltic pump 2 is a three-rotor pump, the flow range is 15-300ml/min, and the pump tube is made of a silicone tube.
Further, the vacuum degree of the vacuum pump 20 is-98 kPa, and the power is 430 watts.
Further, the slope body external deformation camcorder assembly comprises: a dynamic camera 32 inside the simulation chamber, a high-speed camera 33 outside the perspex of the simulation chamber, and a bracket 34. The high-pixel dynamic camera 32 can record the front grading instability collapse process of the slope at intervals; a high-speed camera 33 is installed on the side face of the slope body, and the instability process and the evolution of the saturation line of the side face of the model are observed in real time through the organic glass side wall 10 of the simulation box. The holder 34 is used to fix the moving camera 32 and the high-speed video camera 33.
Further, grid reference lines 36 with a height of 4cm are drawn on each layer on the organic glass side walls 10 and the inner side walls of the simulation box 9. And drawing a standard slope line and a regional contour line on the side wall of the simulation box 9 to be used as a slope cutting reference line.
Compared with the prior art, the utility model has the advantages of:
(1) the utility model discloses a groundwater height control system and root system biomechanics soil stabilization system both can work each other independently, the influence of moisture seepage flow to rootless slope body stability under the research centrifugal environment, but also the cooperation coupling work, different stratum structure vegetation cover the unstability evolution process of the slope body under the influence of groundwater seepage flow in the research centrifugal environment, accomplish the whole monitoring of slope body stability jointly, confirm slope body unstability critical condition, cover for long-term restriction vegetation and provide reliable test system and technical support by mountain land surface ground stability theoretical development.
(2) The utility model discloses artificial root can simulate root system transpiration among the solid soil system of root system biomechanics to the regulation and control of slope surface moisture and the solid soil effect that the root system adds the muscle anchor. And a suction transmitter at the bottom of the primary water storage tank monitors the negative pressure value of the vacuum pump in real time and calculates the transpiration water volume in the process of pumping water from the slope surface.
(3) The utility model discloses a long-range accurate regulation and control income infiltration pipe in the moisture velocity of flow and the water level height, the seepage boundary condition that complicated hydraulic environment such as simulation slope body trailing edge hydraulic gradient changes and the crack fills water arouses.
(4) The multi-parameter coupling response time course such as a moisture field, a stress field, a displacement field and the like in the slope body can be monitored in real time.
(5) The migration rule of the wetting front of the slope body and the change rule of the infiltration height can be monitored in real time. By means of a high-speed camera on the outer side of the organic glass, the instability damage process and the development of the infiltration line of the side face of the slope model can be observed in a control room in real time. The organic glass lateral wall passes through with box installation rubber ring, through bolt seal, and the organic glass lateral wall can be dismantled, does benefit to the preparation and the form removal of model around the experiment.
(6) The utility model discloses an aluminium system seal groove at slope body trailing edge is used for fixing infiltration porous nonrust steel pipe in sealed basin to control ground water level's originated height. Sponge is filled in the steel support with holes and used for storing excessive moisture seeped out of the slope body and preventing the moisture from accumulating at the toe of the slope.
(7) The device has the advantages of compact and reasonable structure and arrangement, low requirements on fields and clearance, stable system operation, strong universality and reusability, can research the coupling influence mechanism of groundwater seepage and root biological soil fixation on the instability evolution process of the slope in the centrifugal environment, and provides an effective and feasible means for improving the technology of the slope centrifugal model test system.
Drawings
Fig. 1 is a structural layout diagram of a general centrifugal model test system according to an embodiment of the present invention;
fig. 2 is a front elevation view of a universal centrifugal model testing system according to an embodiment of the present invention;
fig. 3 is a layout view of a sealing groove structure of an embodiment of the utility model;
FIG. 4 is a structural layout diagram of a steel bracket with holes according to an embodiment of the utility model;
FIG. 5 is a structural diagram of an aluminum alloy cover plate and an aluminum alloy T-shaped displacement bracket on the upper part of the box body in the embodiment of the utility model;
figure 6 is utility model embodiment simulation case, organic glass lateral wall and box upper portion aluminum alloy cover plate structural relation picture.
The system comprises a water storage tank 1, a peristaltic pump 2, a one-way electromagnetic valve 3, a shunt pipeline 4, an infiltration porous stainless steel pipe 5, a miniature water level sensor 6, a flow rate controller 7 and a water level transmitter 8; 9-a simulation box, 10-an organic glass side wall, 11-an aluminum alloy cover plate on the upper part of the box body, 12-a sealing groove and 13-a steel bracket with holes; 14-a high-air-intake-value pottery clay head, 15-a water pumping one-way valve, 16-a primary water storage tank, 17-a secondary water storage tank, 18-a suction transmitter, 19-a primary water storage tank suspender, 20-a vacuum pump, 21-a suction water pipeline, 22-an artificial root and 23-a vacuum pump start-stop switch; 24-soil pressure sensor, 25-water content sensor, 26-matrix suction sensor, 27-pore water pressure sensor, 28-displacement sensor, 29-data acquisition processor, 30-computer, 31-aluminum alloy T-shaped displacement support, 32-dynamic camera, 33-high speed camera, 34-camera support; 35-vegetation cover slope model; 36-hierarchical grid reference line.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the following embodiments are provided to explain the present invention in further detail.
As shown in fig. 1 to 6, a centrifugal model test system for researching root system and seepage coupling downhill body destruction criterion includes: the system comprises a rigid simulation box, a groundwater height control system, a root system biomechanical soil stabilization system and a slope body moisture-stress-deformation monitoring system;
a groundwater height control system, a root system biomechanical soil fixation system and a slope body moisture-stress-deformation monitoring system are arranged in the rigid simulation box;
the rigid simulation box includes: the simulation box 9 of high strength, box side organic glass lateral wall 10, box upper portion are detachable aluminum alloy apron 11, the fixed aluminium system seal groove 12 that infiltrates the perforated pipe of slope body rear side and the cuboid foraminiferous steel support 13 that the toe set up. The box body 9 is formed by integrally cramping 10cm thick-walled aluminum alloy, and the top surface and one side wall of the box body are hollow for installing a cover plate 11 and an organic glass side wall 10. The side edges (10cm multiplied by 10cm) of the square prisms which are connected with each other are reserved on the side walls and the top surface of the adjacent space so as to ensure the structural strength of the box body.
The clear size length x width x height of the interior of the simulation box 9 is 80cm x 60 cm. The plexiglass side wall 10 is 80cm by 60cm by 10cm long by height by thickness. A groove with the diameter of 1cm is formed in the side wall of the free face of the box body 9 and used for installing an annular sealing rubber ring. Organic glass lateral wall 10 passes through sealed rubber ring and fixing bolt and installs in the box lateral wall, realizes that the lateral wall is sealed with organic glass, not only does benefit to the model and dismantles, also can avoid water to flow out the simulation case through the two marginal gap.
The underground water height control system and the root system biomechanical soil stabilization system can be mutually independent for testing, the influence of underground water seepage on the stability of the non-root slope is researched, the underground water seepage can be coupled and expanded, the instability evolution process of vegetation cover slope bodies with different stratum structures under the action of the underground water seepage is found out, the stability monitoring of the vegetation cover slope bodies is cooperatively completed, and the instability critical condition is determined. The underground water height control system simulates various seepage boundary conditions caused by complex hydraulic gradient environments such as underground water level height at the rear edge of a slope body, confined water, crack water filling and the like.
The external dimension of the aluminum sealing groove 12 for fixing the infiltration porous pipe 5 at the rear side of the slope body is 60cm multiplied by 7cm multiplied by 20 cm. The sealing groove 12 is used for fixing the lower parts of the eight groups of the infiltration porous stainless steel pipes 5 in the water tank and controlling the initial height of the underground water level to be 20 cm. The sealing groove 12 is fixed on the inner wall of the simulation box by waterproof glass cement. Wherein, two joint strip of vertical arrangement of one side wall of seal groove 12 contact organic glass prevent the contact gap seepage of seal groove and organic glass lateral wall 10. A layer of 50-mesh stainless steel gauze with the aperture of 0.36mm is wrapped outside the infiltration porous stainless steel pipe 5 and is used for regulating and controlling the water supply seepage rate.
A group of steel brackets 13 with holes are fixed on the model toe 35 of the vegetation covering slope, and sponge is filled in the steel brackets. The external dimensions of the steel bracket with holes 13 are 60cm x 10 cm. One side of the steel bracket with the holes, which is in contact with the slope toe soil body, is provided with the steel plate with the holes, the steel plate surface is provided with 4 rows of 7 circular drain holes with the diameter of 1cm, and the circular drain holes are used for storing excessive water seeped out from the slope body and preventing the water from being accumulated on the slope toe. In order to prevent soil from entering the steel bracket from the round hole, a layer of 50-mesh stainless steel gauze is wrapped on the surface of the steel plate.
The length, width and thickness of the aluminum alloy cover plate 11 are 80cm, 60cm and 4cm, and the components of a 20-liter large water storage tank 1, a flow rate control peristaltic pump 2, a one-way electromagnetic valve 3, a vacuum pump 20, a 2-liter secondary water storage tank 17, an aluminum alloy T-shaped displacement support 31 and the like are fixedly arranged. The above components are fixed on the upper cover plate through screw rods. The vacuum degree of the secondary vacuum pump 20 was-98 kPa, the power was 430 watts, and the length x width x height dimensions were 27cm x 13cm x 23 cm.
The planar arrangement size of the aluminum alloy cover plate 11 is only limited 80cm x 60cm, and the height utilization space thereof is only 50cm due to the limitation of the clearance of the centrifuge boom. The top side of the model slope is the left side, and the foot side of the model slope is the right side. Two groups of U-shaped supports are welded at two ends of the bottom of the 20L water storage tank 1, the water storage tank is arranged in the right area of the central line of the cover plate 11 in an overhead mode through the U-shaped supports and bolts, and the net height is lower than 50 cm. The bottom space of the water storage tank 1 is distributed to the upper fixed end of the aluminum alloy T-shaped displacement bracket 31. A vacuum pump 20 is arranged at the left rear region of the midline of the cover plate 11, a peristaltic pump 2 and a one-way solenoid valve 3 are arranged at the front left region of the cover plate, and a 2-liter secondary water storage tank 17 is arranged at the front right region of the cover plate. The above-mentioned subassembly on apron is compact and reasonable in configuration and arrangement.
The underground water height control system comprises a 20-liter water storage tank 1 arranged on the right side of an aluminum alloy cover plate 11, a flow rate control peristaltic pump 2 and a one-way electromagnetic valve 3 arranged on the left side, a flow dividing pipeline 4 in a simulation tank, an infiltration porous stainless steel pipe 5, a micro water level sensor 6 in the infiltration pipe and a flow rate controller 7 in a control chamber. The peristaltic pump 20 leads pump control signal wires to the control room through a centrifuge room aviation plug, and is connected to the speed regulation board 7 of the flow rate controller. The diameter of the infiltration porous stainless steel pipe 5 is 5 cm.
The flow rate controller 7 regulates the operation of the peristaltic pump 2, the peristaltic pump 2 is a three-rotor pump, and the flow regulation range is 15-300 ml/min. The pump tube is made of silicone tube. The peristaltic pump 2 has the dimensions of length × width × height 10cm × 8cm × 8 cm. The one-way electromagnetic valve 3 controls the on-off of water flow from the water tank to the water supply pipeline 4 of the peristaltic pump 2 in the centrifugal force environment.
The peristaltic pump 2 operates to drive water flow, the one-way electromagnetic valve 3 is opened at the same time, water is led out from the 20-liter large-scale water storage tank 1, the water flow is divided into eight paths of flow dividing pipes 4 by a water supply pipeline after passing through the one-way electromagnetic valve 3 and the peristaltic pump 2, and the eight paths of flow dividing pipes synchronously convey the water flow to the bottoms of the eight infiltration porous stainless steel pipes 5. The miniature water level sensor 6 in the infiltration pipe feeds back the water level height in the pipe in real time. The water injection speed and the water level height of the rear edge of the slope body are continuously adjusted by opening and closing the speed regulating plate and finely regulating the rotating speed of the peristaltic pump 2.
The root system biomechanical soil stabilization system mainly comprises artificial roots with different shapes, a water pumping check valve 15, a water suction pipeline 21, a primary water storage tank, a secondary water storage tank and a secondary vacuum pump 20. The artificial root mainly comprises a high-air-intake-value argil head 14 and polyamide PA hollow pipes 22 with different shapes. The PA hollow tube 22 has an outer diameter of 6 mm. The volume of the primary water storage tank 16 is 0.8 liter, and the volume of the secondary water storage tank 17 is 2.0 liter. The artificial roots simulate the transpiration of the root system to regulate and control the water on the slope surface and the reinforcement and anchoring effect of the root system, so that the transpiration and the soil fixation effect are realized.
The secondary vacuum of the vacuum pump 20 was-98 kPa with a power of 430 watts. And a power supply lead of the vacuum pump is led to the control room through an aviation plug reserved in the centrifugal room. The vacuum pump 20 is controlled in the control room by the start-stop switch 23 to simulate the transpiration of the artificial roots. The control room starts the vacuum pump 20 and the negative pressure in the water pumping pipeline is started. The artificial root high air intake value pottery clay head 14 pumps water at the root end of the slope surface under vacuum negative pressure, and the water passes through a water pumping one-way valve 15 along a pipeline to reach a primary water storage tank 16 and a secondary water storage tank 17 for storage. A suction transducer 18 at the bottom of the primary water storage tank 16 monitors the vacuum level of a vacuum pump 20 and measures the amount of transpiration water during the process of drawing water from the soil. When the vacuum pump is closed, the water pumping check valve 15 can prevent the water in the water pumping pipeline and the water storage tank from flowing back to the root end and entering the slope body. The two-stage water storage tank design effectively prevents moisture from entering the vacuum pump 20.
The artificial roots with different shapes mainly comprise high-air-intake-value argil heads 14 and polyamide PA hollow pipes with different shapes which are lapped 22. The artificial root can simulate the transpiration of the root system to regulate and control the water on the slope surface and the reinforcement anchoring of the root system, so that the transpiration and the soil fixation are realized. The power supply lead of the vacuum pump is led to the control room through the aviation plug reserved in the centrifugal room, and the artificial root transpiration suction effect is turned on and off in the control room.
Combining with similar theory, according to geological survey data of site work points, the physical and mechanical parameters of site materials are tested indoors, and similar material proportion of model slope body samples is carried out, so as to simulate different stratum materials. Soil samples of the vegetation cover slope model 35 are compacted and filled in the simulation box 9 according to the trapezoid layers. The height of the trapezoidal slope model is 50cm, the height of the slope foot is 10cm, the length of the bottom edge of the model is 70cm, and the length of the top edge of the model is 20 cm. The model geological structure can simulate various rock soil-vegetation combinations. The shallow layer of the slope body selects vegetation root types with different root types, and the interior of the slope body can be a bedrock-soil layer combination or a soil layer-soil layer combination with different stratums.
The water-stress-deformation monitoring system comprises a soil pressure sensor 24, a water content sensor 25, a matrix suction sensor 26, a pore water pressure sensor 27, a displacement sensor 28 arranged on the surface of a slope body, a slope body deformation camera shooting and video recording component and a data acquisition processor 29. The water content sensor 25, the matrix suction sensor 26, the pore water pressure sensor 27 and the soil pressure sensor 24 are connected with a data acquisition processor 29 of a control room through signal transmission lines of a centrifuge, and the changes of a water content field and a stress field of the slope in the test process are monitored in real time. The displacement sensor 28 and the slope deformation camera and video component arranged on the surface of the slope are used for monitoring the crack, the infiltration line, the instability characteristic and the lateral deformation evolution process of the slope surface in real time.
The moisture-stress-deformation monitoring system further includes a camera assembly coupled to the computer 20 for monitoring the destabilization of the slope. The camcorder assembly consists essentially of a high pixel motion camera 32 inside the simulation box and a high speed camera 33 outside the plastic glazing of the simulation box. The camera modules are arranged at the reasonable positions of the model through the support 34, and key nodes and time points of important test phenomena in the test process are recorded.
The vegetation cover slope instability critical condition model test under the seepage action comprises the following specific operation steps:
1. and (3) preparing a sample soil sample of the vegetation cover slope model 35 to be filled, and sealing and standing for 24 hours.
2. The model is manufactured into a trapezoidal slope model by adopting a method of cutting slopes after layered filling and compaction. Grid reference lines 36 are drawn on the plexiglass side walls 10 and the inside walls of the simulation chamber 9 at a height of 4cm per layer. And drawing a standard slope line and a regional contour line on the side wall of the simulation box 9 to be used as a slope cutting reference line.
3. And (3) installing an aluminum sealing groove 12 at the rear side of the fixed slope body, fixing the lower parts of the eight groups of the infiltration porous stainless steel pipes 5 in the sealing groove 12, and extending the eight shunt pipes 4 to the bottoms of the eight infiltration porous stainless steel pipes 5. The bottom of the infiltration pipe is provided with a micro water level sensor 6 for feeding back the water level height. And a steel bracket 13 with holes for fixing the model slope toe is filled with dry sponge.
4. And calculating the mass required by filling soil on each layer according to the design compactness of the model, filling the soil sample in a designated area in the simulation box after the soil sample is weighed by an electronic scale, uniformly paving the soil sample, and tamping the soil sample by filling in layers. Tamping by adopting a tamping plate of 10cm multiplied by 20cm according to the S-shaped sequence of the drawing, wherein the tamping area of each time is overlapped with the tamping area of the last time by 50 percent. And after each layer of filling is finished, the tops of all layers of soil are subjected to shaving treatment by using a steel wire brush. And a leveling rod is adopted to control the filling level of each layer.
5. When the model is filled to various sensors (including a soil pressure sensor 24, a pore water pressure sensor 27, a water content sensor 25, a matrix suction sensor 26 and the like) and a plurality of groups of artificial roots 22 in a layered mode, surrounding soil samples are buried and compacted at preset positions, the initial working state of the sensors is tested and recorded, and protection is well performed.
6. And (4) cutting the section in a layering manner according to the side wall slope line of the simulation box 9. When in slope cutting, the slope surface is cut into a designed slope shape, and the sensor 24-27 conducting wires pre-embedded in the cutting area and the suction water delivery thin and soft pipeline 21 are found out.
7. An aluminum alloy T-shaped displacement support 31 is fixed on the upper simulation box cover plate 11, and the slope position displacement sensor 28 and the simulation box internal dynamic camera 32 are fixed on the T-shaped displacement support 31 through a clamp. Two groups of primary water storage tanks 16 provided with suction transmitters 18 are fixedly hung on the lower part of the simulation box cover plate 11.
8. And the simulation box cover plate 11 is hoisted at the top of the simulation box 9, and a plurality of groups of bolts are adopted to fix the cover plate on the upper part of the simulation box 9. Through the rectangle installation operation groove that the apron 11 middle part was reserved, finely tune dynamic camera 32 and displacement sensor 28 position to suitable position, to the test process slope table deformation monitoring.
9. The suction water delivery hose 21 of the artificial root 22 is connected to the input port of the primary water storage tank 16. An output pipeline interface of the primary water storage tank 16 is led out of the simulation box 9. The output interface of the eight-way pipeline 4 connected with the infiltration porous stainless steel pipe 5 is led out of the simulation box 9.
10. And integrally hoisting the simulation box 9 to a hanging basket of the centrifugal machine chamber, and fixing the bolts in the hanging basket. The external high-speed camera 33 is installed on the outer side of the organic glass side wall 10 and completes the focusing when the device is started up, and the transmission quality of image signals is tested in a control room.
11. The upper cover plate 11 of the box body is provided with a large water storage tank 1, a flow rate control peristaltic pump 2, a secondary water storage tank 17, a one-way electromagnetic valve 3, a vacuum pump 20 and other components. The output pipeline of the primary water storage tank 16 is connected with the secondary water storage tank 17 and communicated to a vacuum pump 20. The output interface of the eight-way converging pipeline 4 of the infiltration porous pipe 5 is sequentially connected with a one-way electromagnetic valve 3 and a peristaltic pump 2 and communicated to the large-scale water storage tank 1. The large storage tank 1 is filled with 20 liters of water. The tightness of the water supply and extraction lines was checked.
13. The various sensors are connected to a data acquisition processor 29, which is connected to a computer 30 via data transmission lines. The control signals are led to the control room by the leads of the vacuum pump 20 and the peristaltic pump 2 through the aviation plug reserved in the centrifugal chamber, and the transpiration suction force of the artificial root 22 and the water supply of the groundwater seepage are controlled in the control room.
14. The whole simulation box 9 is covered with a plastic film for sealing and stands for 24 hours, so that the residual deformation in the compacted soil body material is recovered, and the evaporation and the dissipation of water in the slope body are reduced.
15. Two hours before the formal start of the test, a circuit is connected with a general centrifugal model test system for researching the critical condition of the instability of the whole seepage and root soil fixation coupling downhill, and a sensor starts to acquire data to be initially balanced. The motion camera 32 and the external video camera 33 are turned on. Checking to confirm that the system pipeline and the circuit are in a normal working state.
16. And starting the geotechnical centrifuge to a set rotating speed, and stabilizing the geotechnical centrifuge at a preset acceleration. Firstly, vegetation cover slope 35 is initially solidified, then a peristaltic pump 2 is started to raise the underground water level, a transpiration system is started and closed according to different changes of root types, and the vegetation cover slope is shut down at a reduced speed after the slope is unstable.
17. The test data is saved and collated. And closing the data acquisition processor 29, hoisting the simulation box 9 to the flat ground, photographing, recording and removing the model 35.
18. A vegetation cover slope instability critical condition model test under the seepage action is developed according to the steps, so that the instability mode, the damage process and the response data of multi-field parameters of the vegetation cover slope under the conditions of different root types, slopes, stratum structures, underground water seepage and the like can be monitored, and the determination of the critical condition of slope instability is facilitated. The scope of the present invention is not limited to the above-described embodiments.
19. The utility model discloses it is right to have adopted specific engineering case the utility model discloses a principle and implementation method have carried out the system explanation, and above-mentioned detailed embodiment description is only used for introducing the utility model discloses a method and embodiment. The foundation the utility model discloses a multiple combination operating mode research can be developed to concrete implementation method and test range. The technical solution according to the present invention, those skilled in the art can derive other embodiments, which also belong to the technical innovation scope of the present invention.
It will be appreciated by those of ordinary skill in the art that the examples described herein are intended to assist the reader in understanding the manner of practicing the invention, and it is to be understood that the scope of the invention is not limited to such specific statements and examples. Those skilled in the art can make various other specific modifications and combinations based on the teachings of the present invention without departing from the spirit of the invention, and such modifications and combinations are still within the scope of the invention.
Claims (5)
1. A centrifugal model test system for researching root system and seepage coupling downhill body damage criterion is characterized by comprising: a slope model (35), a rigid simulation box, a groundwater height control system, a root system biomechanical soil fixation system, a slope moisture-stress-deformation monitoring system and a control room computer (30);
a groundwater height control system, a root system biomechanical soil fixation system and a slope body moisture-stress-deformation monitoring system are arranged in the rigid simulation box;
the slope model (35) is trapezoidal and is filled on one side of the rigid simulation box by adopting soil samples in a layered and compacted mode;
the rigid simulation box includes: the simulation box comprises a simulation box (9), an organic glass side wall (10), a box body upper cover plate (11), a slope body rear side sealing groove (12) and a slope toe perforated steel support (13);
a transparent organic glass side wall (10) is arranged on the side surface of the simulation box (9) and is used for monitoring the migration process of a wetting front of a slope body and the evolution rule of the height of an infiltration line in real time; a rubber ring is arranged on the contact surface of the organic glass side wall (10) and the simulation box (9) and is fixedly sealed through a bolt, a sealing groove (12) is arranged at the lower part of the left side of the slope model (35), and a perforated steel support (13) is arranged at the slope toe of the right side of the model;
the organic glass side wall (10) can be detached, so that the manufacturing and the mold removal of the slope model (35) before and after the test are facilitated;
the groundwater level control system includes: the device comprises a water storage tank (1), a flow rate control peristaltic pump (2), a one-way electromagnetic valve (3), a shunt pipeline (4), an infiltration porous stainless steel pipe (5), a micro water level sensor (6), a flow rate controller (7) and a water level transmitter (8);
the water storage tank (1) is fixed at the upper part of the cover plate (11), the water level transmitter (8) is installed at the bottom in the water storage tank (1), the flow rate control peristaltic pump (2) connects a control signal lead of the peristaltic pump (2) to the flow rate controller (7) through an aviation plug, so that the peristaltic pump (2) can be opened and closed, and the water injection rate and the height of the underground water level can be adjusted; the flow rate controller (7) regulates and controls the peristaltic pump (2) to operate, the peristaltic pump (2) operates to drive water flow to move so as to lead water out of the large-scale water storage tank (1), the water flow enters a flow dividing pipeline (4) which divides eight paths through one pipeline after passing through the one-way electromagnetic valve (3) and the peristaltic pump (2), and the eight paths of flow dividing pipelines synchronously convey the water to the bottoms of eight infiltration porous stainless steel pipes (5); a micro water level sensor (6) is arranged in the infiltration porous stainless steel pipe (5) and is used for feeding back the water level height in real time;
the root system biomechanical soil stabilization system comprises: the device comprises a high-air-intake-value pottery clay head (14), artificial roots (22) with different shapes, a water pumping one-way valve (15), a primary water storage tank (16), a secondary water storage tank (17), a suction transmitter (18) at the bottom of the primary water storage tank (16), a primary water storage tank suspender (19), a suction water conveying pipeline (21), a vacuum pump (20) and a start-stop switch (23);
the vacuum pump (20) is in circuit connection with the start-stop switch (23), the vacuum pump (20) and the secondary water storage tank (17) are installed on the surface of the upper cover plate (11) of the box body, a primary water storage tank suspender (19) is fixed on the lower surface of the upper cover plate (11) of the box body, the primary water storage tank suspender (19) is used for installing the primary water storage tank (16), and a suction transmitter (18) is installed at the bottom of the primary water storage tank (16) and used for monitoring the negative pressure value of the vacuum pump (20); the vacuum pump (20) is sequentially connected with the secondary water storage tank (17), the primary water storage tank (16), the water pumping one-way valve (15) and the artificial root (22) through a suction water conveying pipeline (21);
the artificial root (22) is mainly formed by overlapping and assembling high-air-intake-value pottery clay heads (14) and polyamide PA hollow pipes in different shapes;
the moisture-stress-deformation monitoring system comprises: the device comprises a stress soil pressure sensor (24), a water moisture content sensor (25), a matrix suction sensor (26), a pore water pressure sensor (27), a deformation displacement sensor (28), a slope body external deformation shooting assembly and a data acquisition processor (29);
a stress soil pressure sensor (24), a water moisture content sensor (25), a matrix suction sensor (26) and a pore water pressure sensor (27) are embedded in the slope; a deformation displacement sensor (28) arranged on the surface of the slope body;
the stress soil pressure sensor (24), the water moisture content sensor (25), the matrix suction sensor (26), the pore water pressure sensor (27) and the deformation displacement sensor (28) are all connected to the data acquisition processor (29) through data transmission lines;
the data acquisition processor (29) is connected with a control room computer (30) through a data transmission line to monitor the stress, moisture and deformation real-time response condition of the slope body; an aluminum alloy T-shaped support (31) is fixed on an upper cover plate (11) of the box body, and a deformation displacement sensor (28) is fixed on the aluminum alloy T-shaped support (31) through a clamp;
the slope body external deformation shooting and recording assembly is used for recording the front graded instability collapse process of the slope body at intervals and observing the instability process and the infiltration line evolution of the side face of the model in real time;
the sealing groove (12) is used for fixing the infiltration porous stainless steel pipe (5) in the water tank and controlling the height of the slope body underground water to be increased from 20 cm; sponge is filled in the steel bracket (13) with holes of the model slope toe and is used for storing excessive moisture seeped out from the slope body and preventing the moisture from accumulating on the slope toe; a layer of 50-mesh stainless steel gauze is bound outside the infiltration porous stainless steel pipe (5) and is used for regulating and controlling the water supply seepage rate.
2. The centrifugal model test system for researching root system and seepage coupling downhill body damage criterion according to claim 1, is characterized in that: the peristaltic pump (2) is a three-rotor pump, the flow range is 15-300ml/min, and the pump tube is made of a silicone tube.
3. The centrifugal model test system for researching root system and seepage coupling downhill body damage criterion according to claim 1, is characterized in that: the vacuum degree of the vacuum pump (20) is-98 kPa, and the power is 430 watts.
4. The centrifugal model test system for researching root system and seepage coupling downhill body damage criterion according to claim 1, is characterized in that: the slope body external deformation recording assembly comprises: a dynamic camera (32) in the simulation box, a high-speed camera (33) outside the organic glass of the simulation box and a bracket (34); the high-pixel dynamic camera (32) can record the front grading instability collapse process of the slope at intervals; a high-speed camera (33) is arranged on the side surface of the slope body, and the instability process and the evolution of the saturation line of the side surface of the model are observed in real time through the organic glass side wall (10) of the simulation box; the support (34) is used for fixing the dynamic camera (32) and the high-speed camera (33).
5. The centrifugal model test system for researching root system and seepage coupling downhill body damage criterion according to claim 1, is characterized in that: drawing grid reference lines (36) with the height of 4cm on each layer on the organic glass side walls (10) and the inner side walls of the simulation box (9); and drawing a standard slope line and a regional contour line on the side wall of the simulation box (9) as a slope cutting reference line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020242800.5U CN211603186U (en) | 2020-03-03 | 2020-03-03 | Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020242800.5U CN211603186U (en) | 2020-03-03 | 2020-03-03 | Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211603186U true CN211603186U (en) | 2020-09-29 |
Family
ID=72581957
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020242800.5U Withdrawn - After Issue CN211603186U (en) | 2020-03-03 | 2020-03-03 | Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211603186U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111189995A (en) * | 2020-03-03 | 2020-05-22 | 中国科学院、水利部成都山地灾害与环境研究所 | Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body |
| CN114216621A (en) * | 2022-02-21 | 2022-03-22 | 成都理工大学 | Leakage detection and treatment simulation platform and simulation method |
| CN116773780A (en) * | 2023-08-16 | 2023-09-19 | 中国科学院、水利部成都山地灾害与环境研究所 | Vegetation slope soil seepage erosion experiment measurement system and measurement method |
-
2020
- 2020-03-03 CN CN202020242800.5U patent/CN211603186U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111189995A (en) * | 2020-03-03 | 2020-05-22 | 中国科学院、水利部成都山地灾害与环境研究所 | Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body |
| CN111189995B (en) * | 2020-03-03 | 2024-09-03 | 中国科学院、水利部成都山地灾害与环境研究所 | Centrifugal model test system for researching damage criteria of root system and seepage coupling downhill body |
| CN114216621A (en) * | 2022-02-21 | 2022-03-22 | 成都理工大学 | Leakage detection and treatment simulation platform and simulation method |
| US11566960B1 (en) | 2022-02-21 | 2023-01-31 | Chengdu University Of Technology | Simulation platform and simulation method for leakage detection and treatment |
| CN116773780A (en) * | 2023-08-16 | 2023-09-19 | 中国科学院、水利部成都山地灾害与环境研究所 | Vegetation slope soil seepage erosion experiment measurement system and measurement method |
| CN116773780B (en) * | 2023-08-16 | 2023-12-08 | 中国科学院、水利部成都山地灾害与环境研究所 | Vegetation slope soil seepage erosion experiment measurement system and measurement method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211603186U (en) | Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body | |
| CN111289727A (en) | Vegetation covering slope body instability critical condition research model test system under rainfall effect | |
| CN101261201B (en) | Natural state soil leachate collecting method | |
| CN106442258B (en) | A kind of detachable lining cutting seepage flow test device and its test method | |
| CN109709308B (en) | Water-mining type ground crack physical model test device and test method | |
| CN110793964B (en) | Rainfall-induced soil landslide field simulation test system | |
| CN111551694B (en) | Slope instability experimental device and method with rainfall and overload as inducers | |
| CN110470598B (en) | Geomembrane leakage simulation tester considering dynamic water pressure and test method thereof | |
| CN115979923B (en) | Simulation test device and test method for seepage damage of tailing pond | |
| CN111189995A (en) | Centrifugal model test system for researching criterion of damage of root system and seepage coupling downgrade body | |
| CN114486683B (en) | Test device for simulating pumping water in foundation pit and recharging groundwater outside foundation pit | |
| CN101413261A (en) | Double-layer low-position vacuum preload consolidation device and soft soil foundation reinforcing method | |
| CN110006806A (en) | Sponge city planting soil greenbelt scene device for testing permeability coefficient and test method | |
| CN110208489A (en) | The simulation test device and test method of capillary water height in a kind of subgrade soils | |
| CN107761897A (en) | Self contained underground stores and oozes system | |
| CN201305846Y (en) | Double-layer low- order vacuum prepressing reinforcing device | |
| CN108152476A (en) | A kind of Gu Gou protects plateau engineering measure simulator and its analogy method and application | |
| CN211741273U (en) | Vegetation covering slope body instability critical condition research model test system under rainfall effect | |
| CN109964741A (en) | A kind of plant salinity gradient field trial field construction method of water circulation | |
| CN114705826A (en) | Indoor artificial rainfall and monitoring slope stability device | |
| CN206385495U (en) | A kind of earth and rockfill dam landslide observed seepage behavior simulation test device | |
| CN106550794B (en) | Integrated bracket container seedling root irrigation plant wall | |
| CN108344839B (en) | Device and method for foundation pit horizontal bottom sealing water-proof test | |
| KR20200095680A (en) | flowerpot rock managed by application | |
| CN208506001U (en) | A kind of foundation pit Horizontal seals water proof experimental rig |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20200929 Effective date of abandoning: 20240903 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20200929 Effective date of abandoning: 20240903 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |