CN204514915U - A kind of talus side slope Frozen-thawed cycled effect distortion physical model test device - Google Patents
A kind of talus side slope Frozen-thawed cycled effect distortion physical model test device Download PDFInfo
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- CN204514915U CN204514915U CN201520265732.3U CN201520265732U CN204514915U CN 204514915 U CN204514915 U CN 204514915U CN 201520265732 U CN201520265732 U CN 201520265732U CN 204514915 U CN204514915 U CN 204514915U
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Abstract
The utility model relates to a kind of talus side slope Frozen-thawed cycled effect distortion physical model test device, comprise the base be placed in talus side slope, base is disposed with metal base plate and organic glass model case from bottom to top, organic glass model case is provided with Qianmen, osculum is provided with bottom described Qianmen, flow velocity flow graph is provided with between osculum and Qianmen, in organic glass model case both sides, anterior and top is respectively arranged with snow melting equipment, organic glass model box top is provided with thermometer, organic glass model case rear portion is provided with charger, at least 1 displacement meter is provided with in talus side slope.The utility model can improve that existing talus side slope physical simulating device test result is single, test result is unstable and can not simulate the problems such as Frozen-thawed cycled effect, there is easy to operate, that testing efficiency is high feature, be applicable to the simulation test that Frozen-thawed cycled and tunnel portal slope excavating bring out slope deformation destruction.
Description
Technical field
The utility model relates to a kind of talus side slope Frozen-thawed cycled effect distortion physical model test device, belong to civil engineering work and Geological Engineering field, particularly relate to the soil test case of talus side slope under Frozen-thawed cycled and excavation effect, be applicable to the analysis of talus breakage mechanism of slope distortion and the stability study in the extremely cold area of northern China.
Background technology
Talus Problems of Slope Stability is that in Mountain Tunnels process of construction, people particularly pay close attention to and one of critical problem urgently to be resolved hurrily, usually brings about great losses to engineering.At present, there is the talus side slope of larger area in the northern area of China, wherein Benxi District, Liaoning Province is particularly outstanding.Because self engineering characteristic of talus side slope and Mechanism of Deformation And Failure were both different from soil-slope, differed from rock side slope again.The slope stability theoretical calculation formula of current maturation has not been suitable for the estimation of stability of talus side slope.Therefore, be badly in need of carrying out further investigation to talus breakage mechanism of slope distortion and stability, analyze talus slope deforming rule, obtain failure mode and the failure mechanism of talus side slope, verifying the principal element affecting talus slope stability, with preventing and reducing natural disasters, there is important theory significance and engineering practical value to the effective prediction in talus slide.Because site test affects by site topography landforms, formation lithology, weather conditions etc. usually, different affecting factors (as different talus grade of side slope, the different subjacent bed gradient, multiple freezing-thawing cycles, the different Human dried bloodstains etc.) impact on talus side slope cannot be simulated, and talus side slope physical experiments successfully can overcome above-mentioned difficulties, disclose talus breakage mechanism of slope distortion and stability change rule under Frozen-thawed cycled effect preferably in conjunction with orthogonal test.
Existing talus Analysis of Slope Stability and experimental study related ends less, only Zhang Hui etc. are for southwest water fiber crops expressway works talus side slope, talus breakage mechanism of slope distortion by model investigation under rainfall, this model test apparatus function singleness, without Frozen-thawed cycled circulating device, therefore inapplicable the Northeast talus Mechanism of Deformation And Failure and stability analysis.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of talus side slope Frozen-thawed cycled effect distortion physical model test device, can improve that prior art talus side slope physical simulating device test result is single, test result is unstable and the problems such as Frozen-thawed cycled effect can not be simulated, there is easy to operate, that testing efficiency is high feature, be applicable to Frozen-thawed cycled and tunnel portal Slope excavation brings out the simulation test of slope deformation destruction.
The technical scheme that the utility model solves the problems of the technologies described above is as follows:
A kind of talus side slope Frozen-thawed cycled effect distortion physical model test device, comprise the base be placed in talus side slope, described base is disposed with metal base plate and organic glass model case from bottom to top, described organic glass model case is provided with Qianmen, osculum is provided with bottom described Qianmen, flow velocity flow graph is provided with between described osculum and Qianmen, in described organic glass model case both sides, anterior and top is respectively arranged with snow melting equipment, described organic glass model box top is provided with thermometer, described organic glass model case rear portion is provided with charger, at least 1 displacement meter is provided with in described talus side slope.
Under Frozen-thawed cycled effect, talus side slope can be damaged, the device that the utility model adopts can carry out the simulation of segmentation talus limit (cunning) slope, loads and mainly simulates the thrust that segmentation limit (cunning) slope is subject to limit, rear portion (cunning) slope.
By floor installation on surface of bedrock, in organic glass model case, model is filled according to testing requirements, and read displacement meter data, carry out freezing test, read displacement meter data, open snow melting equipment, carry out examination and melt test, data acquisition can be carried out by the displacement meter in organic glass model case in this process, when displacement meter reading reaches testing requirements temperature, molten condition successful is described, reads the real-time measurement values of displacement meter and temperature real-time measurement value and data are processed.
In the utility model, by arranging flow velocity flow graph monitoring water discharge, simulate limit (cunning) slope stressed by charger, snow melt is by the osculum outflow bottom Qianmen.
The utility model is by above-mentioned setting, successfully can solve field to carry out ice and snow in Frozen-thawed cycled side slope model test process and easily freeze but not easily melt the difficult problem of (especially in talus), ice dissolution is realized by snow melting equipment, simultaneously easy to operate, conveniently can carry out the precise acquisition of data, management is convenient with control, can reduce manual record workload simultaneously
Further, for better realizing the utility model, each described snow melting equipment includes the heating arrangement that at least 3 are disposed in an evenly spaced relation in described organic glass model case outside.Snow-melting speed is controlled according to demand by adopting heating arrangement.In the utility model, can again around organic glass model case uniform intervals 3 or multiple heating arrangement are set, oily spit of fland or other firing equipment can be selected.
Further, for better realizing the utility model, described snow melting equipment also comprises the attemperator being arranged on described organic glass model case outside, and described heating arrangement is positioned at inside described attemperator.
Completely cut off cold air by attemperator and ensure that solar irradiation shines saving heating cost, ensureing that in merging into nature, indoor temperature reaches more than 30 DEG C now talus internal void temperature 0 ~ 10 DEG C, nearly 50 DEG C of indoor/outdoor temperature-difference, to guarantee that melting process is carried out completely.
Further, for better realizing the utility model, described attemperator is transparent double-plastic.
Further, for better realizing the utility model, describedly on described organic glass model case sidewall, be provided with coordinate grid.
By arranging coordinate grid, can in the test of freeze thawing landslide, using coordinate grid as reference, observation side slope border deformation destructive process, records the size of position of slip surface and record deflection.Recorded again and contrasted with displacement meter monitoring result, improved test accuracy.By arranging coordinate grid, can using coordinate grid as reference, observation side slope border deformation directly perceived, in conjunction with the displacement meter of talus laid inside, talus internal displacement can be monitored, whole device can be enable to realize monitoring that is more comprehensive, multi-angle deformation failure.
Further, for better realizing the utility model, described organic glass model box outer wall is provided with metal framework.
By arranging metal framework, the intensity improving organic glass model box body can be contributed to, prevent stressed inclination and distortion in its process of the test.
Further, for better realizing the utility model, described charger is the sillar that weight is respectively 10Kg, 5Kg.
By adopting the sillar of Standardization Quality as charger, can conveniently monitor and test, facilitate data statistics, improve test efficiency and precision.
Further, for better realizing the utility model, the talus side slope surface in described organic glass model case is provided with dial gauge.
By arranging dial gauge, can the bulging on side slope surface of Real-Time Monitoring talus side slope and settling amount.
Further, for better realizing the utility model, described dial gauge and organic glass model case are rigidly connected, and described dial gauge top is provided with transparent glass cover.
In the utility model, the mode that steel bracket is set can be adopted to be fixedly mounted on by dial gauge in organic glass model case, transparent glass cover is run through in steel bracket one end and is fixed on organic glass model case, its other end is fixed on dial gauge, under avoiding snow melt state, dial gauge is moved, impact test effect.
Further, for better realizing the utility model, also comprise high-speed camera, described high-speed camera is positioned at organic glass model case side.
By arranging high-speed camera, can monitor in slope excavating process, the instantaneous deformation of talus side slope, collapse and the motion feature of typical sillar in talus side slope local, to study the instability Mechanism of talus slope excavating under Frozen-thawed cycled effect.
The utility model, on the basis of talus side slope Frozen-thawed cycled effect distortion physical model test device, discloses a kind of talus side slope Frozen-thawed cycled effect distortion physical model test method, comprises the following steps:
S1: the ratio of similitude of Confirming model test: according to Field Geology Investigations and geologic prospect data, the ratio of similitude of Confirming model test;
S2: simulation talus side slope overlaying bedrock: adopt and build shaping concrete to simulate basement rock;
S3: displacement meter is set: the surface of bedrock arranged in step S2 arranges displacement meter, described displacement meter is rigidly connected with simulation basement rock;
S4: fill model: from the bottom up, talus is filled in segmentation and regionalization, simulation talus edge slope structure, and arranges displacement meter in talus side slope;
S5: arrange dial gauge: after completing steps S4, determines 2 main sliding directions, and arranges on the talus side slope surface of main sliding direction;
S6: simulation Frozen-thawed cycled effect: after completing the filling of model, lay snowberg according to test design, and read the displacement datum value F of displacement meter
0with temperature reference value T
0, carry out freezing test, continue 10 hours, when displacement meter measuring tempeature all reaches 0 DEG C ~-15 DEG C, read the real-time measurement values F of displacement meter
1with the real-time measurement values T of temperature
1; Immediately open device for melting snow, carry out fusion test, the deformation and failure situation of record side slope and image data; When displacement meter measuring tempeature all reaches 10 DEG C, read the real-time measurement values F of displacement meter
2with the real-time measurement values T of temperature
2; Again enter freezing state, circulate and so forth;
S7: calculate talus slope deforming amount: according to following formulae discovery:
Lm＝k△F+b△T＝k(F-F
0)+b(T-T
0)；
In formula: the deflection of the tested works of Lm--, unit is mm;
The measurement sensistivity of k--displacement meter, unit mm/F;
△ F--displacement meter real-time measurement values is relative to the variable quantity of reference value, and unit is F;
The real-time measurement values of F--displacement meter, unit is F;
F
0--the reference value of displacement meter, unit is F;
The temperature correction coefficient of b--displacement meter, unit mm/ DEG C;
△ T--temperature real-time measurement value is relative to the variable quantity of reference value, and unit is DEG C;
The real-time measurement values of T--temperature, unit is DEG C;
T
0--the reference value of temperature, unit is DEG C.
The utility model adopts sectional to fill, in order to test findings can be made more to treat simulated environment close to actual, the utility model, by step S1, analyzes Field Geology Investigations and exploration data, determine this test and treat simulated environment geologic structure similarity degree, improving the accuracy of test;
Simulate the basement rock structure below talus side slope by step S2, basement rock is the structure below talus side slope, comparatively stable at normal temperatures and pressures, and in simulation test procedure, horizon d can not deform, as the supporting construction of talus side slope under conventional sense; Angle and the thickness of different section concrete basement rock is determined by geologic compass and coordinate grid;
Arrange displacement meter by step S3 at surface of bedrock, conveniently utilize displacement meter to monitor the larger relative displacement of the shear displacemant at basement rock and talus side slope interface place or talus side slope inside;
By step S4, simulation talus edge slope structure, is the way of contact (contact of some face) of guarantee talus and the consistance of porosity, selects the rubble of certain particle diameter to simulate Study on Rock according to the ratio of similitude that step S1 determines; The concrete of simulation basement rock progressively fills out rubble, fills in process and displacement meter and rubble should be made fully to contact and fill in reality, guarantee the temperature of Measurement accuracy rubble body and deformation data; In order to the consistance of maintenance slope ratio as much as possible, should from the bottom up, segmentation and regionalization is filled;
In step s 5, by arranging dial gauge on talus side slope surface, for measuring bulging and the settling amount of talus side slope under freeze thawing and excavation effect; Preferably, in described step S5, on the talus side slope surface of main sliding direction, 10 dial gauges are set, wherein each layout 1 dial gauge before, during and after talus side slope, encrypt 1 dial gauge respectively up and down in excavation face in addition, observe bulging and the subsidence effect of talus side slope under freeze thawing and excavation effect;
Frozen-thawed cycled effect is simulated by step S6, and talus slope deforming under the effect of record simulation Frozen-thawed cycled, by being arranged on the distortion of the coordinate grid observed and recorded talus side slope on organic glass model case sidewall, also can calculate talus slope deforming amount by step S7.
The utility model method, by being marked with coordinate grid at organic glass model case sidewall, can take coordinate grid as reference, observation talus side slope border directly perceived destructive process; The displacement meter of talus side slope laid inside can monitor internal displacement; The dial gauge on talus side slope surface can measure bulging and the settling amount on talus side slope surface.Can according to actual conditions combined instrument, data acquisition is more accurate, and management is convenient with control, and solve in the Frozen-thawed cycled side slope simulation test procedure of existing field, ice and snow easily freezes the difficult problem not easily changed.
Further, for better realizing the utility model, in described step S4, vertically loading at talus side slope trailing edge, then carrying on freezing and thawing test, until destroy.
In process of the test, if talus slope deforming is less, for obtaining landslide form mechanism property coefficient, vertically can load at landslide trailing edge while step S4 carries out, then freezing and thawing test is carried on, until destroy, by the coordinate grid of organic glass model case sidewall, the distortion of observational record talus side slope.By the size of vertical loading force, extrapolate landslide form mechanism property coefficient.The simulation of segmentation talus side slope is carried out in this test, and load and mainly simulate the thrust that segmentation talus side slope is subject to rear portion talus side slope, this test also can adjust ratio of similitude as requested to simulate distortion and the stability analysis of whole talus slope and land slide.
Accompanying drawing explanation
Fig. 1 is side view of the present utility model;
Fig. 2 is rear view of the present utility model;
Fig. 3 is front view of the present utility model (containing radiator, high-speed camera distribution plan);
Front view arranged by Fig. 4 displacement meter;
Fig. 5 excavates front dial gauge and arranges front view;
Fig. 6 excavates rear dial gauge and arranges front view;
Fig. 7 dial gauge front view;
The main monitoring instrument side view of Fig. 8;
Fig. 9 is landslide of the present utility model test simulation schematic diagram.
Wherein: 101-base; 102-metal base plate; 103-soldered; 104-metal framework; 105-organic glass model case; 106-flow velocity flow graph; 107-osculum; 108-coordinate grid; 109-attemperator; 110-fixing plexi glass device; 111-heating arrangement; 112-crossbeam; 114-high-speed camera; 115-displacement meter; 116-dial gauge; 117-dial gauge button; 118-transparent glass cover; 119-box cut; 120-dial gauge pointer; 121-dial gauge reading dial; 122-dial gauge probe; 123-basement rock; 124-steel bracket; 125-talus side slope; 126-geologic compass; 127-charger; 128-fine sand; 129-tripod; 130-compacting ground; 131-trench drain; 132-steel pipe frame; 133-Qianmen.
Embodiment
Be described principle of the present utility model and feature below in conjunction with accompanying drawing, example, only for explaining the utility model, is not intended to limit scope of the present utility model.
The time of talus side slope 125 temperature more than 0 DEG C is longer, makes the melts on structure surface become water droplet, and moisture permeates along the hole of body structure surface or pore path to inside configuration; When temperature is reduced to below 0 DEG C, moisture wherein build-ups ice, and produce and expand, when differential expansion stress is larger, crack appears in structure.The alternately appearance freezed and melt of structural member surface and inner contained humidity, is called Frozen-thawed cycled.
The appearance repeatedly of Frozen-thawed cycled, causes the havoc of talus side slope 125.And only freeze not melt and also can cause frost heaving failure, cause talus side slope 125 to ftracture.Surface structure departs from, and severe one can make talus side slope 125 lose bearing capacity and heat-insulating property completely, and Frozen-thawed cycled can cause the serious weathering of talus side slope 125 inside, loses permanance.
Due to existing equipment can not be used for freeze thawing state under talus side slope 125 be out of shape physical simulation experiment, the utility model discloses in one and can be applicable to the simulation test device that Frozen-thawed cycled and tunnel portal slope excavating bring out slope deformation destruction, as shown in figs 1-9, this device conveniently can carry out test operation, and can simulate Frozen-thawed cycled effect.
Embodiment 1:
In the utility model, in order to be applicable to talus slope deforming physical experiments under Frozen-thawed cycled effect, be provided with a kind of talus side slope Frozen-thawed cycled effect distortion physical model test device, this test unit comprises the base 101 be placed in talus side slope 125, described base 101 is disposed with metal base plate 102 from bottom to top, organic glass model case 105, described organic glass model case 105 side is provided with Qianmen 133, osculum 107 is provided with bottom described Qianmen 133, flow velocity flow graph 106 is provided with between described osculum 107 and described Qianmen 133, in described organic glass model case 105 both sides, anterior and top is provided with snow melting equipment, described organic glass model case 105 top is provided with thermometer, described organic glass model case 105 rear portion is provided with charger 127, 1 displacement meter 115 is at least provided with in described talus side slope 125.
Preferably, in the present embodiment, 5 displacement meters 115 are set in talus side slope 125 inside, displacement meter 115 includes sensor, the distortion of Real-Time Monitoring side slope, organic glass model case 105 rear portion is provided with charger 127, is monitored the deflection size of talus side slope 125 by displacement meter 115.Meanwhile, the moisture that snow melt generation is discharged in trench drain 131 is set below osculum 107.
In the present embodiment, preferably, organic glass model case 105 sidewall is provided with coordinate grid 108, in the test of freeze thawing landslide, using coordinate grid 108 as reference, observation talus side slope 125 border deformation destructive process, the size of record position of slip surface and record deflection.In the present embodiment, can geologic compass 126 be set in organic glass model case 105 and combines with coordinate grid 108, determine the concrete angle of different section and thickness respectively.
In the present embodiment, charger 127 is adopted to ensure that power transmission is even, before loading, layer of fine sand 128 is laid to talus side slope 125 trailing edge, re-lay a long 1100mm, the steel plate of wide 200mm, loading on steel plate as requested by loaded weight in test model is the standard sillar of 10kg, 5kg, to measure different condition slope state of limit equilibrium.After box cut 119 is excavated, observe bulging and the subsidence effect of talus side slope 125 under freeze thawing and excavation effect.
In the present embodiment, preferably, test unit being also configured with dial gauge 116, for measuring bulging and the settling amount of talus side slope 125 under freeze thawing and excavation effect, can 0.01mm being accurate to.For ensureing that instrument is not subject to snowberg impact, in the present embodiment, described dial gauge 116 is rigidly connected with organic glass model case 105, can adopt the connected modes such as bolt, meanwhile, arrange transparent glass cover 118 pairs of dial gauges 116 and protect.In the present embodiment, steel bracket 124 is set above dial gauge 116 for dial gauge 116 is fixed on organic glass model case 105, steel bracket 124 is made to run through transparent glass cover 118, and steel bracket 124 upper end is fixed on organic glass model case 105, steel bracket 124 lower end is fixed on dial gauge 116.As shown in Figure 7, detected by dial gauge probe 122, can be operated by dial gauge button 117, carry out reading by the dial gauge pointer 120 observed on dial gauge reading dial 121.
In the present embodiment, preferably, crossbeam 112 is set at described organic glass model case 105 top, for preventing top dislocation slippage, to improve casing resistance to overturning, metal base plate 102 and the metal framework 104 of organic glass model case 105 are welded, makes its one-piece construction more firm.Meanwhile, water-impervious process is done respectively to the stitching portion of metal base plate 102 and organic glass model case 105 stitching portion and organic glass model case 105 and metal framework 104.The fixing of organic glass can be carried out by fixing plexi glass device 110, make the stability that organic glass model case 105 keeps certain.
Embodiment 2:
As shown in figs 1-9, in the present embodiment, in order to ensure that the sunshine-duration is longer, this device is arranged on south-north direction, in the talus side slope 125 in the positive west of tendency, in this device, described device for melting snow comprises heating arrangement 111 and attemperator 109, and it is outside described heating arrangement 111 to be arranged on organic glass model case 105 in this test unit, arrange at surrounding uniform intervals, heating arrangement 111 can adopt the adjustable oily spit of fland of watt level, be distributed on organic glass model case 105 surrounding, oil spit of fland warmer is inside cavity electrothermal tube being arranged on heat radiator, conduction oil is marked with around electrothermal tube in cavity.After switching on power, the conduction oil around electrothermal tube is heated, be raised to cavity top, along radiating tube or heat radiator convection circulation, is gone out by heat radiation by cavity wall surface, thus heating space environment.Dropped to around electrothermal tube by air cooled conduction oil and heated again, start new circulation.This warmer is generally all equipped with thermometal temperature control element, when oil temperature reach set up temperature time, temperature control element can deenergization voluntarily.Adopt oily spit of fland to control Snow-melting speed.
In the present embodiment, in order to realize heat insulation effect, attemperator 109 is arranged on heating arrangement 111 outside, heating arrangement 111 is made to be positioned at attemperator 109 completely inner, the double-plastic of attemperator 109 preferably clear, for isolated cold air with ensure that solar irradiation shines, save heating cost, ensure that in merging into nature, indoor temperature reaches more than 30 DEG C now talus internal void temperature 0 ~ 10 DEG C, nearly 50 DEG C of indoor/outdoor temperature-difference, to guarantee that melting process is carried out completely.Side slope Snow-melting speed and snowberg thickness is determined by the flow velocity flow graph 106 at osculum 107 place bottom Qianmen 133.Described attemperator 109 can adopt steel pipe frame 132 to support transparent plastic and prostrate oneself formation, is formed the frame support structure of attemperator 109 by inside and outside two-layer steel pipe frame 132, and attemperator 109 is placed on compacting ground 130 on be fixed up.
As shown in Figure 4, preferably, in the present embodiment, in talus side slope 125 inside, 6 displacement meters 115 are installed, lay 3 heating arrangements 111 in organic glass model case 105 surrounding, as shown in Figure 5, install 6 dial gauges 116 on talus side slope 125 surface, the mode as shown in Figure 9 by manually adding snow and water on 123, basement rock controls to add snow speed and the water yield, carries out freezing test, observe and record coordinate grid 109, displacement meter 115 and dial gauge 116 initial value, the distortion on comprehensive detection landslide.When freezing carry out more thorough time, fusion test is carried out by heating arrangement 111 pairs of organic glass model case 105 homogeneous heatings, control Snow-melting speed by flow velocity flow graph 106, observe and record the value of coordinate grid 108, displacement meter 115 and dial gauge 116, comparative analysis.
Preferably, in the present embodiment, in organic glass model case 105 front portion, a high-speed camera 114 is set, talus side slope 125 instantaneous deformation is monitored by high-speed camera 114, mainly monitoring in talus side slope 125 excavation project process, collapses and the kinetic characteristic of sillar in the local of talus side slope 125.In the present embodiment, high-speed camera 114 is placed on tripod 129, to adjust its highly convenient observation.
Embodiment 3:
In the present embodiment, disclose a kind of talus side slope Frozen-thawed cycled effect distortion physical model test method, comprise the following steps:
S1: the ratio of similitude of Confirming model test: according to Field Geology Investigations and geologic prospect data, the ratio of similitude of Confirming model test;
The utility model adopts sectional to fill, in order to test findings can be made more to treat simulated environment close to actual, the utility model, by step S1, analyzes Field Geology Investigations and exploration data, determine this test and treat simulated environment geologic structure similarity degree, improving the accuracy of test;
S2: simulation talus side slope 125 overlaying bedrock 123: adopt and build shaping concrete to simulate basement rock 123;
Basement rock 123 structure below talus side slope 125 is simulated by step S2, basement rock 123 is the structure of 125 sides under talus side slope, comparatively stable at normal temperatures and pressures, in simulation test procedure, 123 layers, basement rock can not deform, as the supporting construction of talus side slope 125 under conventional sense; Angle and the thickness of different section concrete basement rock 123 is determined by geologic compass 126 and coordinate grid 108;
S3: displacement meter is set: displacement meter is arranged on basement rock 123 surface arranged in step S2, and described displacement meter 115 is rigidly connected with simulation basement rock 123;
Arrange displacement meter by step S3 on basement rock 123 surface, conveniently utilize displacement meter to monitor the larger relative displacement of the shear displacemant at basement rock 123 and talus side slope 125 interface place or talus side slope 125 inside;
S4: fill model: from the bottom up, talus is filled in segmentation and regionalization, simulation talus side slope 125 structure, and arranges displacement meter in talus side slope 125;
By step S4, simulation talus side slope 125 structure, is the way of contact (contact of some face) of guarantee talus and the consistance of porosity, selects the rubble of certain particle diameter to simulate Study on Rock according to the ratio of similitude that step S1 determines; The concrete of simulation basement rock 123 progressively fills out rubble, fills in process and displacement meter and rubble should be made fully to contact and fill in reality, guarantee the temperature of Measurement accuracy rubble body and deformation data; In order to the consistance of maintenance slope ratio as much as possible, should from the bottom up, segmentation and regionalization is filled; In described step S4, vertically load at talus side slope 125 trailing edge, then carry on freezing and thawing test, until destroy.
S5: arrange dial gauge: after completing steps S4, determines 2 main sliding directions, and arranges on talus side slope 125 surface of main sliding direction;
In step s 5, by arranging dial gauge on talus side slope 125 surface, for measuring bulging and the settling amount of talus side slope 125 under freeze thawing and excavation effect; Preferably, in described step S5, on talus side slope 125 surface of main sliding direction, 10 dial gauges 116 are set, wherein each layout 1 dial gauge 116 before, during and after talus side slope 125, encrypt 1 dial gauge 116 respectively up and down in excavation face in addition, observe bulging and the subsidence effect of talus side slope 125 under freeze thawing and excavation effect;
S6: simulation Frozen-thawed cycled effect: after completing the filling of model, lay certain thickness snowberg according to test design, and read the displacement datum value F of displacement meter
0with temperature reference value T
0, carry out freezing test, continue 10 hours, when displacement meter measuring tempeature all reaches 0 DEG C ~-15 DEG C, read the real-time measurement values F of displacement meter 115
1with the real-time measurement values T of temperature
1; Immediately open device for melting snow, carry out fusion test, the deformation and failure situation of record talus side slope 125 and image data; When displacement meter 115 measuring tempeature all reaches 10 DEG C, read the real-time measurement values F of displacement meter 115
2with the real-time measurement values T of temperature
2; Again enter freezing state, circulate and so forth;
Frozen-thawed cycled effect is simulated by step S6, and talus side slope 125 is out of shape under the effect of record simulation Frozen-thawed cycled, by being arranged on the distortion of the coordinate grid 108 observed and recorded talus side slope 125 on organic glass model case 105 sidewall, also can calculate talus side slope 125 deflection by step S7.
The utility model method, can with coordinate grid 108 for reference by being marked with coordinate grid 108 at organic glass model case 105 sidewall, observation talus side slope 125 border directly perceived destructive process; The displacement meter 115 of talus side slope 125 laid inside can monitor internal displacement; The dial gauge 116 on talus side slope 125 surface can measure bulging and the settling amount on talus side slope 125 surface.Can according to actual conditions combined instrument, data acquisition is more accurate, and management is convenient with control, and solve in the Frozen-thawed cycled side slope simulation test procedure of existing field, ice and snow easily freezes the difficult problem not easily changed.
S7: calculate talus side slope 125 deflection: according to following formulae discovery:
Lm＝k△F+b△T＝k(F-F
0)+b(T-T
0)；
In formula: the deflection of the tested works of Lm--, unit is mm;
The measurement sensistivity of k--displacement meter, unit mm/F;
△ F--displacement meter real-time measurement values is relative to the variable quantity of reference value, and unit is F;
The real-time measurement values of F--displacement meter, unit is F;
F
0--the reference value of displacement meter, unit is F;
The temperature correction coefficient of b--displacement meter, unit mm/ DEG C;
△ T--temperature real-time measurement value is relative to the variable quantity of reference value, and unit is DEG C;
The real-time measurement values of T--temperature, unit is DEG C;
T
0--the reference value of temperature, unit is DEG C.
In process of the test, if talus side slope 125 is out of shape less, for obtaining landslide form mechanism property coefficient, vertically can load at landslide trailing edge while step S4 carries out, then freezing and thawing test is carried on, until destroy, by the coordinate grid 108 of organic glass model case 105 sidewall, the distortion of observational record talus side slope 125.By the size of vertical loading force, extrapolate landslide form mechanism property coefficient.This test carries out segmentation talus side slope 125 to simulate, load and mainly simulate the thrust that segmentation talus side slope 125 is subject to rear portion talus side slope 125, this test also can adjust ratio of similitude as requested to simulate distortion and the stability analysis on whole talus side slope 125 landslide.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (10)
1. a talus side slope Frozen-thawed cycled effect distortion physical model test device, it is characterized in that: comprise the base (101) be placed in talus side slope (125), described base (101) is disposed with metal base plate (102) and organic glass model case (105) from bottom to top, described organic glass model case (105) is provided with Qianmen (133), described Qianmen (133) bottom is provided with osculum (107), flow velocity flow graph (106) is provided with between described osculum (107) and Qianmen (133), in described organic glass model case (105) both sides, anterior and top is respectively arranged with snow melting equipment, described organic glass model case (125) top is provided with thermometer, described organic glass model case (105) rear portion is provided with charger (127), at least 1 displacement meter (115) is provided with in described talus side slope (125).
2. talus side slope Frozen-thawed cycled effect distortion physical model test device according to claim 1, is characterized in that: each described snow melting equipment includes at least 3 and is disposed in an evenly spaced relation in the outside heating arrangement (111) of described organic glass model case (105).
3. talus side slope Frozen-thawed cycled effect distortion physical model test device according to claim 2, it is characterized in that: described snow melting equipment also comprises the attemperator (109) being arranged on described organic glass model case (105) outside, described heating arrangement (111) is positioned at described attemperator (109) inner side.
4. talus side slope Frozen-thawed cycled effect distortion physical model test device according to claim 3, is characterized in that: described attemperator (109) is transparent double-plastic.
5. the talus side slope Frozen-thawed cycled effect distortion physical model test device according to any one of claim 1-4, is characterized in that: on described organic glass model case (105) sidewall, be provided with coordinate grid (108).
6. the talus side slope Frozen-thawed cycled effect distortion physical model test device according to any one of claim 1-4, is characterized in that: on described organic glass model case (105) outer wall, be provided with metal framework (104).
7. the talus side slope Frozen-thawed cycled effect distortion physical model test device according to any one of claim 1-4, is characterized in that: described charger (127) is respectively the sillar of 10Kg, 5Kg for weight.
8. the talus side slope Frozen-thawed cycled effect distortion physical model test device according to any one of claim 1-4, is characterized in that: talus side slope (125) surface in described organic glass model case (105) is at least provided with 1 dial gauge (116).
9. talus side slope Frozen-thawed cycled effect distortion physical model test device according to claim 8, it is characterized in that: described dial gauge (116) and described organic glass model case (105) are rigidly connected, and described dial gauge (116) top is provided with transparent glass cover (118).
10. the talus side slope Frozen-thawed cycled effect distortion physical model test device according to any one of claim 1-4, it is characterized in that: also comprise high-speed camera (114), described high-speed camera (114) is positioned at described organic glass model case (105) side.
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104807975A (en) * | 2015-04-28 | 2015-07-29 | 西南石油大学 | Talus slope freezing and thawing circulating action deformation physical model experiment apparatus and experimental method |
| CN107037195A (en) * | 2016-10-31 | 2017-08-11 | 中国地质大学（武汉） | Water-level fluctuation influences experimental rig and method to lower sleeping ice sheet talus slope stability |
| CN107490668A (en) * | 2017-08-17 | 2017-12-19 | 含山县进步阶梯环境科技有限公司 | A kind of centrifuge test model equipment on freeze thawing landslide |
| CN108956938A (en) * | 2018-05-25 | 2018-12-07 | 成都理工大学 | Frozen-thawed cycled rock deformation measuring device and its measurement method |
| CN112730136A (en) * | 2020-12-24 | 2021-04-30 | 黄河勘测规划设计研究院有限公司 | Freezing-thawing deformation indoor test system for dam slope of silt dam under freezing-thawing circulation effect |
| CN114184635A (en) * | 2021-12-21 | 2022-03-15 | 河北交通职业技术学院 | Seasonal frozen soil area tunnel frozen-expansion force simulation test device and use method thereof |
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- 2015-04-28 CN CN201520265732.3U patent/CN204514915U/en not_active Withdrawn - After Issue
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104807975A (en) * | 2015-04-28 | 2015-07-29 | 西南石油大学 | Talus slope freezing and thawing circulating action deformation physical model experiment apparatus and experimental method |
| CN107037195A (en) * | 2016-10-31 | 2017-08-11 | 中国地质大学（武汉） | Water-level fluctuation influences experimental rig and method to lower sleeping ice sheet talus slope stability |
| CN107037195B (en) * | 2016-10-31 | 2019-04-30 | 中国地质大学（武汉） | Water-level fluctuation influences experimental rig and method to lower sleeping ice sheet talus slope stability |
| CN107490668A (en) * | 2017-08-17 | 2017-12-19 | 含山县进步阶梯环境科技有限公司 | A kind of centrifuge test model equipment on freeze thawing landslide |
| CN108956938A (en) * | 2018-05-25 | 2018-12-07 | 成都理工大学 | Frozen-thawed cycled rock deformation measuring device and its measurement method |
| CN108956938B (en) * | 2018-05-25 | 2023-07-07 | 成都理工大学 | Freeze-thawing cycle rock deformation measuring device and measuring method thereof |
| CN112730136A (en) * | 2020-12-24 | 2021-04-30 | 黄河勘测规划设计研究院有限公司 | Freezing-thawing deformation indoor test system for dam slope of silt dam under freezing-thawing circulation effect |
| CN112730136B (en) * | 2020-12-24 | 2023-08-18 | 黄河勘测规划设计研究院有限公司 | Freezing-thawing deformation indoor test system for dam slope of silt land dam under freezing-thawing circulation effect |
| CN114184635A (en) * | 2021-12-21 | 2022-03-15 | 河北交通职业技术学院 | Seasonal frozen soil area tunnel frozen-expansion force simulation test device and use method thereof |
| CN114184635B (en) * | 2021-12-21 | 2023-09-08 | 河北交通职业技术学院 | Seasonal frozen soil area tunnel frost heaving force simulation test device and application method thereof |
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