CN205383980U - Measure test device of soil sample dry -wet cycle breathing deflection - Google Patents
Measure test device of soil sample dry -wet cycle breathing deflection Download PDFInfo
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- CN205383980U CN205383980U CN201620184379.0U CN201620184379U CN205383980U CN 205383980 U CN205383980 U CN 205383980U CN 201620184379 U CN201620184379 U CN 201620184379U CN 205383980 U CN205383980 U CN 205383980U
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Abstract
The utility model provides a measure test device of soil sample dry -wet cycle breathing deflection, the device includes: experimental mould, experimental mould is arranged in to the sample ring for place the soil sample of measuring dry -wet cycle breathing deflection, sample ring top is arranged in to the upper portion permeable stone for to the soil sample water injection in order to carry out soil sample swelling test, sample ring below is arranged in to the lower part permeable stone for discharge and pour into the excessive moisture of soil sample into, the heater block, it is peripheral to arrange experimental mould in for inflation soil sample to obtaining behind the swelling test heats, so that soil sample shrinkage test is carried out to dry desiccation of inflation soil sample, upper portion permeable stone top is arranged in to the measurement component for the measurement produced soil sample expansion deformation when the upper portion permeable stone carries out the water injection to the soil sample measure, and/or, measure through the heater block with the produced soil sample shrinkage deformation volume of thermal energy soil sample. Adopt the device provided by the utility model, can appraise the water expansion nature and the desiccation shrinkage character of soil sample more accurately.
Description
Technical field
This utility model relates to highway construction field, particularly relates to a kind of assay device measuring soil sample drying and watering cycle swell-shrinking deformation amount.
Background technology
The special clay that black cotton regur soil is is main component widely distributed a kind of of East Africa with the clay mineral such as montmorillonite, illite, there is fissurity and overconsolidation, meet water acutely to expand, dehydration then can produce bigger contraction, cause that the structures built at black cotton regur soil produce the destructions such as cracking, cause great safety problem and economic loss.Especially when drying and watering cycle repeatedly, black cotton regur soil ground or roadbed can produce the repeated deformation of violent expansion and contraction, make building or structures produce great additional stress, and when exceeding the tensile strength of material, building or structures produce cracking.
Under normal circumstances, build the building on black cotton regur soil roadbed or structures have two kinds of failure modes.When atmospheric precipitation, the water content of the black cotton regur soil at building or structures external boundary place increases, expand deformation, but the hypotonicity due to black cotton regur soil, black cotton regur soil water content within the scope of building or structures roadbed is stable, do not deform, cause building or structures road structure both sides to tilt.When atmospheric evaporation dehydration, building or structures external boundary place black cotton regur soil shrink due to dehydration, and building or the black cotton regur soil within the scope of structures roadbed then do not deform, thus causing arching upward in the middle of building or structures.No matter which kind of failure mode, comes to nothing owing to roadbed exists substrate, all can produce bigger additional stress under outside load action, thus causing that road structure produces cracking.Black cotton regur soil, as ground or roadbed filling, is directly affected by atmospheric action, and atmospheric precipitation and evaporation have periodically, therefore how to evaluate black cotton regur soil repeated expansion and shrinkage characteristic under air agent effect significant.
In prior art, existing test method can only evaluate dilatancy and the free shrink characteristic of black cotton regur soil respectively, namely the swell-shrink characteristic of black cotton regur soil is separately to measure, wherein, expansion rate without lotus or Loaded swelling rate test are for measuring the dilatancy of black cotton regur soil, free shrink test is for measuring the contractility of black cotton regur soil, therefore, black cotton regur soil repeated expansion and shrinkage characteristic under atmospheric precipitation-evaporation can not be reflected, and then cannot judge whether black cotton regur soil as ground or roadbed filling, and can formulate corresponding handle measure.
Utility model content
In view of the above problems, it is proposed that this utility model is to provide a kind of assay device of measurement soil sample drying and watering cycle swell-shrinking deformation amount overcoming the problems referred to above or solving the problems referred to above at least in part.
Based on an aspect of the present utility model, it is provided that a kind of assay device measuring soil sample drying and watering cycle swell-shrinking deformation amount, this device includes:
Test mould；
Sample ring, is placed in described test mould, for placing the soil sample measuring drying and watering cycle swell-shrinking deformation amount；
Top permeable stone, is placed in above described sample ring, is used for described soil sample water filling to carry out soil sample expansion test；
Bottom permeable stone, is placed in below described sample ring, for discharging the excessive moisture injecting described soil sample；
Heater block, is placed in described test mould peripheral, for the expansion soil sample obtained after expansion test is heated, so that the dry dehydration of described expansion soil sample carries out soil sample shrinkage test；
Measure parts, it is placed in above the permeable stone of described top, for measuring produced soil sample dilatancy amount when described top permeable stone carries out water filling to described soil sample, and/or, measure and heat soil sample contraction distortion amount produced by described expansion soil sample through described heater block.
Alternatively, described device also includes:
Die trial outer shroud, is placed in the top of described sample ring and is fixed on the base plate of described test mould, so that described soil sample is along the axial direction expansion or shrinkage of described sample ring.
Alternatively, described device also includes:
Drain valve, is placed in the base plate of described test mould, is positioned at below the permeable stone of described bottom, for discharging the excessive moisture of the described soil sample discharged through described bottom permeable stone.
Alternatively, the diameter of described drain valve is 5mm.
Alternatively, described heater block includes:
It is placed in the coil that described test mould is peripheral, the resistance wire being connected with described coil, described coil can being heated；Or
It is placed in the coil that described test mould is peripheral, the resistance wire being connected with described coil, described coil can being heated, and the temperature controller being connected with described resistance wire.
Alternatively, the heating-up temperature that described temperature controller controls is 45 DEG C.
Alternatively, described heater block also includes:
Being placed in the asbestos insulation that described test mould is peripheral, wherein, described coil is placed between described asbestos insulation and described test mould periphery.
Alternatively, described measurement parts include:
Load plate, is placed in above the permeable stone of described top；
Load bar, be vertically positioned over above described load plate and with described load plate compact siro spinning technology；And
Dial gauge, is fixed on described load bar, for measuring the swell-shrinking deformation amount of described soil sample drying and watering cycle.
Alternatively, in described load plate, distribution has permeable hole.
Alternatively, the diameter of described permeable hole is 2mm；
When described permeable hole is multiple, the distance between each adjacent permeable hole is 6mm.
The assay device of the measurement soil sample drying and watering cycle swell-shrinking deformation amount that this utility model embodiment provides, soil sample expansion test is carried out to the soil sample water filling being positioned in sample ring through top permeable stone, and the dilatancy amount of soil sample is measured by measuring parts, after soil sample expansion test terminates, heated parts expansion test is terminated after expansion soil sample be dried dehydration, carry out soil sample shrinkage test, and measure the contraction distortion amount of soil sample by measuring parts.The device that this utility model embodiment provides, on the basis of original device of swelling rate test without lotus, adds heater block, the soil sample after dilatancy off-test can be dried dehydration by heater block, to carry out contraction distortion test.Therefore, for same soil sample, device of the present utility model can either carry out the testing experiment of the dilatancy amount of soil sample, the testing experiment of the contraction distortion amount of soil sample can be carried out again, additionally, the device that this utility model provides can also be repeatedly performed the test of soil sample dilatancy and contraction distortion, and then can more accurately evaluate water swellability and the dehydration shrinkage characteristic of soil sample.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand technological means of the present utility model, and can be practiced according to the content of description, and in order to above-mentioned and other objects, features and advantages of the present utility model can be become apparent, below especially exemplified by detailed description of the invention of the present utility model.
According to below in conjunction with the accompanying drawing detailed description to this utility model specific embodiment, those skilled in the art will understand of the present utility model above-mentioned and other purposes, advantage and feature more.
Accompanying drawing explanation
By reading hereafter detailed description of the preferred embodiment, various other advantage and benefit those of ordinary skill in the art be will be clear from understanding.Accompanying drawing is only for illustrating the purpose of preferred implementation, and is not considered as restriction of the present utility model.And in whole accompanying drawing, it is denoted by the same reference numerals identical parts.In the accompanying drawings:
Fig. 1 illustrates the structural representation of the assay device of the measurement soil sample drying and watering cycle swell-shrinking deformation amount according to one embodiment of this utility model；
Fig. 2 illustrates the another kind of structural representation of the assay device of the measurement soil sample drying and watering cycle swell-shrinking deformation amount according to one embodiment of this utility model；
Fig. 3 illustrates the process chart of the test method of the measurement soil sample drying and watering cycle swell-shrinking deformation amount according to one embodiment of this utility model；And
Fig. 4 illustrates the result of the test schematic diagram according to the swell-shrinking deformation under 4 drying and watering cycles of an embodiment black cotton regur soil soil sample of the present utility model.
Detailed description of the invention
It is more fully described the exemplary embodiment of the disclosure below with reference to accompanying drawings.Although accompanying drawing showing the exemplary embodiment of the disclosure, it being understood, however, that may be realized in various forms the disclosure and should do not limited by embodiments set forth here.On the contrary, it is provided that these embodiments are able to be best understood from the disclosure, and complete for the scope of the present disclosure can be conveyed to those skilled in the art.
For solving above-mentioned technical problem, this utility model embodiment provides a kind of assay device measuring soil sample drying and watering cycle swell-shrinking deformation amount.Fig. 1 illustrates the structural representation of the assay device of the measurement soil sample drying and watering cycle swell-shrinking deformation amount according to one embodiment of this utility model.Referring to Fig. 1, this device at least includes:
Test mould 11；
Sample ring 12, is placed in test mould 11, for placing the soil sample measuring drying and watering cycle swell-shrinking deformation amount；
Top permeable stone 13, is placed in the top of sample ring 12, is used for soil sample water filling to carry out soil sample expansion test；
Bottom permeable stone 14, is placed in the lower section of sample ring 12, for discharging the excessive moisture injecting soil sample；
Heater block 15, is placed in test mould 11 peripheral, for the expansion soil sample obtained after expansion test is heated, so that expanding the dry dehydration of soil sample to carry out soil sample shrinkage test；
Measure parts 16, be placed in above top permeable stone 13, for measuring produced soil sample dilatancy amount when top permeable stone 13 carries out water filling to soil sample, and/or, measure the heating of heated parts 15 and expand soil sample contraction distortion amount produced by soil sample.
The assay device of the measurement soil sample drying and watering cycle swell-shrinking deformation amount that this utility model embodiment provides, soil sample expansion test is carried out to the soil sample water filling being positioned in sample ring through top permeable stone, and the dilatancy amount of soil sample is measured by measuring parts, after soil sample expansion test terminates, heated parts expansion test is terminated after expansion soil sample be dried dehydration, carry out soil sample shrinkage test, and measure the contraction distortion amount of soil sample by measuring parts.The device that this utility model embodiment provides, on the basis of original device of swelling rate test without lotus, adds heater block, the soil sample after dilatancy off-test can be dried dehydration by heater block, to carry out the testing experiment of contraction distortion amount.Therefore, for same soil sample, device of the present utility model can either carry out the testing experiment of the dilatancy amount of soil sample, the testing experiment of the contraction distortion amount of soil sample can be carried out again, additionally, the device that this utility model provides can also be repeatedly performed the test of soil sample dilatancy and contraction distortion, and then can more accurately evaluate water swellability and the dehydration shrinkage characteristic of soil sample.
Using black cotton regur soil as the test soil sample of this utility model embodiment, wherein, the black cotton regur soil that this utility model embodiment provides is collected in south, Kenya Nairobi loop wire, its basic physical property index is in Table 1, and the macroscopic view of system, 4 indexs of microcosmic judge to adopt the Qu Yongxin Two indices proposed to differentiate, Nairobi black cotton regur soil is strong swelling soil.
Table 1
Adopting the dilatancy amount of the test soil sample of 5 kinds of differing heights of measurement device of this utility model offer, wherein, 5 kinds of differing heights are 10cm, 15cm, 20cm, 25cm and 30cm.Table 2 illustrates the result of the test of the dilatancy amount of 5 kinds of different black cotton regur soil soil sample height.
As can be seen from Table 2, the stabilization time used by imbibition of the black cotton regur soil test soil sample of differing heights differs greatly, the test soil sample test of 10mm height can reach to expand steady statue after 120 minutes, and black cotton regur soil just reaches to expand steady statue after the test soil sample test of 30mm height carries out 7 days, 15mm, 20mm and 25mm height test soil sample reaches respectively 1 day, 3 days and the 5 days time of imbibition steady statue.
The test too small meeting of soil sample height causes using cutting ring to produce soil sample disturbance when cutting undisturbed soil sample, therefore the height testing soil sample is unsuitable too low, additionally, soil sample breathing amount testing experiment is generally consuming time longer, group number is more, tested number is big, and long test period is unsuitable for the relevant parameter of quick obtaining test soil sample breathing amount.Therefore, in a preferred embodiment of the present utility model, the sample preparation of black cotton regur soil soil sample is highly 20mm, and namely the height of the sample ring for placing black cotton regur soil soil sample is 20mm.
In a preferred embodiment of the present utility model, referring to Fig. 1, measure parts 16 and at least include:
Load plate 161, is placed in above the permeable stone of top；
Load bar 162, be vertically positioned over above load plate and with load plate compact siro spinning technology；And
Dial gauge 163, is fixed on load bar, for measuring the swell-shrinking deformation amount of soil sample drying and watering cycle.
Table 2
When by top permeable stone to the black cotton regur soil soil sample water filling being positioned in sample ring, black cotton regur soil soil sample expands deformation along the axial direction of sample ring, load plate is upwards moved along the axial direction of sample ring along with the dilatancy of black cotton regur soil soil sample, load bar is also upwards moved, now, the dial gauge being fixed on load bar starts to measure the dilatancy amount of black cotton regur soil soil sample.After the dilatancy off-test of black cotton regur soil soil sample, heater block is utilized to be dried dehydration to expanding soil sample, black cotton regur soil soil sample shrinks deformation along the axial direction of sample ring, load plate is moved downwards along with the contraction distortion of black cotton regur soil soil sample, load bar moves also with the movement of load plate, now, dial gauge starts to measure the contraction distortion amount of black cotton regur soil soil sample.
For the ease of to top permeable stone water filling, in a preferred embodiment of the present utility model, in load plate, distribution has permeable hole.Wherein, the diameter of permeable hole is set to 2mm, and when the permeable hole in load plate is multiple, the distance between each adjacent permeable hole is 6mm.Further, since the device that this utility model embodiment provides includes heater block, adopt through the load plate mode to top permeable stone water filling so that the test of black cotton regur soil soil sample swell-shrinking deformation amount can safely and conveniently carry out more.
In a preferred embodiment of the present utility model, referring to Fig. 1, heater block 15 at least includes:
It is placed in the coil 151 of test mould 11 periphery, the resistance wire 152 being connected with coil 151, coil 151 can being heated.
In order to control heating-up temperature exactly and ensure the stability of heating-up temperature of whole assay device, referring to Fig. 1, heater block 15 at least also includes: the temperature controller 153 being connected with resistance wire 152, for controlling heating-up temperature, and it is placed in the asbestos insulation 154 of test mould 11 periphery, for the stability of guarantee test device heating-up temperature.Wherein, coil 151 is placed between test mould 11 and asbestos insulation 154.
After black cotton regur soil soil sample is carried out dilatancy amount testing experiment by the device provided by this utility model, black cotton regur soil soil sample is dried dehydration by heated parts, in this utility model embodiment, adopt different heating-up temperatures that black cotton regur soil soil sample is heated, to carry out contraction distortion amount test.Table 3 illustrates the result of the test of the contraction distortion amount of black cotton regur soil soil sample at this utility model embodiment different heating temperature.
Table 3
As shown in Table 3, at different heating temperature, black cotton regur soil soil sample contraction distortion amount difference over time is bigger.Under room temperature, (25 DEG C) black cotton regur soil soil sample needs the longer time to can be only achieved contraction steady statue, increase along with heating-up temperature, black cotton regur soil soil sample contraction speed is accelerated, when heating-up temperature is 65 DEG C, black cotton regur soil soil sample only needs 1 day can reach to shrink steady statue, but higher heating-up temperature potential evaporation goes out the strong Bound moisture of black cotton regur soil soil sample, it is impossible to the contraction distortion amount of simulation black cotton regur soil soil sample actual evaporation dehydration.Therefore, in a preferred embodiment of the present utility model, the resistance of resistance wire is 48 Ω, and heating-up temperature is 45 DEG C.
In a preferred embodiment of the present utility model, referring to Fig. 2, the assay device measuring soil sample drying and watering cycle swell-shrinking deformation amount at least also includes: die trial outer shroud 17.Wherein, die trial outer shroud 17 is a flanged toroidal shell, is placed in the top of sample ring 11, and the base plate of flange and test mould 11 adopts securing member (such as, bolt) to be fixed.The dress that this utility model provides centers die trial outer shroud, when being for the black cotton regur soil soil sample imbibition in sample ring or heat shrink, axial direction along sample ring deforms so that more accurately measure dilatancy amount or the contraction distortion amount of black cotton regur soil soil sample.
In a preferred embodiment of the present utility model, after black cotton regur soil sample dilatancy off-test, before carrying out contraction distortion test, in order to quickly discharge the excessive moisture of black cotton regur soil sample, referring to Fig. 2, base plate at test mould 11 arranges drain valve 18, and drain valve 18 is positioned at the lower section of bottom permeable stone 14.
Conceiving based on same utility model, this utility model embodiment additionally provides a kind of test method measuring soil sample drying and watering cycle swell-shrinking deformation amount.Fig. 3 illustrates the process chart of the test method of the measurement soil sample drying and watering cycle swell-shrinking deformation amount according to one embodiment of this utility model.Referring to Fig. 3, the method at least includes step S301 to step S306.
Step S301, produces the soil sample measuring drying and watering cycle swell-shrinking deformation amount.
Step S302, is placed in soil sample in the sample ring in test mould.
Step S303, carries out water flood operations by the top permeable stone being placed in above proving ring to soil sample, and to carry out soil sample expansion test, wherein, the excessive moisture not absorbed by soil sample is discharged through being placed in the bottom permeable stone below sample ring.
Step S304, utilizes the parts of measuring being placed in above the permeable stone of top to monitor the dilatancy that soil sample produces in the injecting process, until dilatancy is stable, stops water flood operations, and the stable registration that parts show measured in record, and as the dilatancy amount of soil sample.
Step S305, the expansion soil sample after utilizing the heater block being placed in sample ring periphery that expansion test is terminated is dried dehydration, to carry out soil sample shrinkage test.
Step S306, utilizes and measures the contraction distortion that parts continuation monitoring expansion soil sample produces in dehydration process, until contraction distortion is stable, stop heating operation, the stable registration of display on parts measured in record, and subtracts each other with the dilatancy amount of soil sample, as the contraction distortion amount expanding soil sample.
The test method of the measurement soil sample drying and watering cycle swell-shrinking deformation amount that this utility model embodiment provides, soil sample expansion test is carried out to the soil sample water filling being positioned in sample ring through top permeable stone, and the dilatancy amount of soil sample is measured by measuring parts, after soil sample expansion test terminates, heated parts expansion test is terminated after expansion soil sample be dried dehydration, carry out soil sample shrinkage test, and measure the contraction distortion amount of soil sample by measuring parts.The method that this utility model embodiment provides, on the basis of original method of swelling rate test without lotus, adds heating function, the soil sample after dilatancy off-test can be dried dehydration by heater block, to carry out the testing experiment of contraction distortion amount.Therefore, for same soil sample, adopt the method in this utility model, the testing experiment of the dilatancy amount of soil sample can either be carried out, the testing experiment of the contraction distortion amount of soil sample can be carried out again, it addition, the method that this utility model provides can also be repeatedly performed the test of soil sample dilatancy and contraction distortion, and then can more accurately evaluate water swellability and the dehydration shrinkage characteristic of soil sample.
Using black cotton regur soil as the test soil sample of this utility model embodiment, wherein, the black cotton regur soil that this utility model embodiment provides is collected in south, Kenya Nairobi loop wire.
In a preferred embodiment of the present utility model, the specimen height of the black cotton regur soil soil sample produced in step S301 is 20mm.
In this utility model embodiment, what relate in step S302 carries out water flood operations by the top permeable stone being placed in above proving ring to soil sample, specifically includes:
By in load plate, the permeable hole of distribution is to the top permeable stone water filling being arranged below, the moisture through top permeable stone reinjects soil sample.Preferably, the diameter of permeable hole is 2mm, and when permeable hole is multiple, the distance between each adjacent permeable hole is 6mm.
In a preferred embodiment of the present utility model, during for the black cotton regur soil soil sample imbibition in sample ring or heat shrink, axial direction along sample ring deforms, and then can accurately measure dilatancy amount or the contraction distortion amount of black cotton regur soil soil sample, to black cotton regur soil soil sample water filling to carry out black cotton regur soil soil sample is heated to carry out contraction distortion test by dilatancy test and/or step S305 in step S303, at least include:
Being provided above being fixed on the die trial outer shroud of the base plate of test mould in sample ring, wherein, die trial outer shroud annular surrounds soil sample；
When black cotton regur soil soil sample carry out water flood operations cause soil sample to expand time, or black cotton regur soil soil sample is dried dehydration when causing soil sample to shrink, and utilizes die trial outer shroud to control soil sample and is deformed along the axial direction of sample ring.
In being preferable to carry out at one of the present utility model, step S304 at least includes:
It is provided above load plate at top permeable stone, Vertical loading plate is placed load bar, load bar is fixed for measure the dial gauge of soil sample dilatancy amount；
When soil sample produces dilatancy in the injecting process, load plate moves with the axial direction along sample ring that expands of soil sample, and load bar is mobile with the movement of load plate, and dial gauge starts to measure the dilatancy amount of soil sample；
After the dilatancy of soil sample terminates, the stable registration that record dial gauge shows, as the dilatancy amount of soil sample.
In a preferred embodiment of the present utility model, step S305 at least includes:
The excessive moisture of soil sample is discharged by the drain valve being placed in below the permeable stone of bottom；
The coil being opposite to test mould peripheral by resistance wire is heated, so that expanding the dry dehydration of soil sample.Preferably, the diameter of drain valve is 5mm.
In a preferred embodiment of the present utility model, the temperature controller being connected with resistance wire is set, is used for controlling heating-up temperature.Preferably, the resistance of resistance wire is 48 Ω, and the heating-up temperature of temperature controller is 45 DEG C.
In a preferred embodiment of the present utility model, step S306 at least includes:
It is provided above load plate at top permeable stone, Vertical loading plate is placed load bar, load bar is fixed for measure the dial gauge expanding soil sample contraction distortion amount；
When being dried dehydration by heater block to expansion soil sample, load plate moves with the axial direction along sample ring that shrinks expanding soil sample, and load bar is mobile with the movement of load plate, and dial gauge starts to measure the contraction distortion amount of expansion soil sample；
After the contraction distortion of soil sample terminates, the stable registration that record dial gauge shows, and subtract each other with the dilatancy amount expanding soil sample, as the contraction distortion amount expanding soil sample.
The test method of the measurement soil sample drying and watering cycle swell-shrinking deformation amount that this utility model provides is further illustrated below with a specific embodiment.
In prior art, the optimum moisture content being determined black cotton regur soil by wet method modified compaction test is 20.5%, maximum dry density is 1.502g/cm3, and therefore, the embodiment that this utility model provides produces black cotton regur soil soil sample with the black cotton regur soil disturbed sample of optimum moisture content and maximum dry density.
The specific embodiment that this utility model provides at least comprises the following steps:
Step S401, produces the black cotton regur soil soil sample that thickness is 20mm；
Step S402, puts in test mould by 1 piece of bottom permeable stone after moistening, then sample ring is positioned over the top of bottom permeable stone, then black cotton regur soil soil sample is positioned in sample ring；
Step S403, places top permeable stone 1 piece moistening in sample ring, then has the load plate of permeable hole to be placed on the permeable stone of top distribution, be vertically connected in load plate by load bar, be fixed on load bar by dial gauge；
Step S404, adds water to black cotton regur soil soil sample from load plate, and observes water level, it is ensured that fills water in the permeable hole of load plate or ensures to be marked with in described permeable hole the water of 1/2 hole depth；
Step S405, writes down beginning water injection time, by 5min, 10min, 20min, 30min, 1h, 2h, 3h, 24h and later survey every 24h remember dial gauge reading, and when black cotton regur soil soil sample not reflation, on dial gauge, the stable registration of display is as the dilatancy amount of this dilatancy test of black cotton regur soil soil sample；
Step S406, opens the drain valve being placed in test mould base plate, in time no longer there are flowing out, opens heater block black cotton regur soil soil sample is heated after waiting 2h, and keeping heating-up temperature is 45 DEG C；
Step S407, by 5min, 10min, 20min, 30min, 1h, 2h, 3h, 24h and later survey every 24h remember dial gauge reading, when black cotton regur soil soil sample is no longer shunk, deduct the stable registration of display, the contraction distortion amount that the result after subtracting each other is tested on dial gauge as this contraction distortion of black cotton regur soil soil sample by the dilatancy amount of black cotton regur soil soil sample；
Step S408, repeat the above steps S301 are to step S307, then the black cotton regur soil soil sample being opposite in sample ring carries out the swell-shrinking deformation under 3 drying and watering cycles, and record measurement result.
Fig. 4 illustrates the result of the test schematic diagram according to the swell-shrinking deformation under 4 drying and watering cycles of an embodiment black cotton regur soil soil sample of the present utility model, wherein, the axis of abscissas of this figure represents the number of times of drying and watering cycle, axis of ordinates represents the deformation rate of black cotton regur soil soil sample, wherein, deformation rate includes dilatancy rate and contraction distortion rate.Specifically, dilatancy rate is the dilatancy amount ratio with the sample preparation height of black cotton regur soil soil sample of black cotton regur soil soil sample, and contraction distortion rate is the contraction distortion amount ratio with the sample preparation height of black cotton regur soil soil sample of black cotton regur soil soil sample.
Referring to Fig. 4, black cotton regur soil soil sample has bigger swell increment after absorbing water, and dilatancy rate is maximum up to 33%, has bigger amount of contraction during dehydration, and contraction distortion rate is up to 26%；The process of black cotton regur soil imbibition and dehydration shrinkage is not fully reversible, after first time drying and watering cycle, the rate of residual of black cotton regur soil soil sample reaches 7%, wherein, rate of residual is with in a drying and watering cycle, the dilatancy rate of black cotton regur soil soil sample and the difference of contraction distortion rate；Black cotton regur soil soil sample after 1st drying and watering cycle has bigger swell-shrinking deformation rate, increase along with drying moistening cycle, the swell-shrinking deformation of black cotton regur soil soil sample progressively tends towards stability, and the swell-shrinking deformation rate of the drying shrinkage circulation of the 3rd time and the black cotton regur soil soil sample of the 4th drying and watering cycle has essentially no difference.
In sum, the assay device of the measurement soil sample drying and watering cycle swell-shrinking deformation amount of this utility model offer is adopted, it is possible to reach following beneficial effect:
The assay device of the measurement soil sample drying and watering cycle swell-shrinking deformation amount that this utility model embodiment provides, soil sample expansion test is carried out to the soil sample water filling being positioned in sample ring through top permeable stone, and the dilatancy amount of soil sample is measured by measuring parts, after soil sample expansion test terminates, heated parts expansion test is terminated after expansion soil sample be dried dehydration, carry out soil sample shrinkage test, and measure the contraction distortion amount of soil sample by measuring parts.The device that this utility model embodiment provides, on the basis of original device of swelling rate test without lotus, adds heater block, the soil sample after dilatancy off-test can be dried dehydration by heater block, to carry out contraction distortion test.Therefore, for same soil sample, device of the present utility model can either carry out the testing experiment of the dilatancy amount of soil sample, the testing experiment of the contraction distortion amount of soil sample can be carried out again, additionally, the device that this utility model provides can also be repeatedly performed the test of soil sample dilatancy and contraction distortion, and then can more accurately evaluate water swellability and the dehydration shrinkage characteristic of soil sample.
In description mentioned herein, describe a large amount of detail.It is to be appreciated, however, that embodiment of the present utility model can be put into practice when not having these details.In some instances, known method, structure and technology it are not shown specifically, in order to do not obscure the understanding of this description.
Similarly, it is to be understood that, one or more in order to what simplify that the disclosure helping understands in each utility model aspect, herein above in the description of exemplary embodiment of the present utility model, each feature of the present utility model is grouped together in single embodiment, figure or descriptions thereof sometimes.But, the method for the disclosure should be construed to and reflect an intention that namely this utility model required for protection requires feature more more than the feature being expressly recited in each claim.More precisely, as the following claims reflect, utility model aspect is in that all features less than single embodiment disclosed above.Therefore, it then follows claims of detailed description of the invention are thus expressly incorporated in this detailed description of the invention, wherein each claim itself as independent embodiment of the present utility model.
Those skilled in the art are appreciated that, it is possible to carry out the module in the equipment in embodiment adaptively changing and they being arranged in one or more equipment different from this embodiment.Module in embodiment or unit or assembly can be combined into a module or unit or assembly, and multiple submodule or subelement or sub-component can be put them in addition.Except at least some in such feature and/or process or unit excludes each other, it is possible to adopt any combination that all processes or the unit of all features disclosed in this specification (including adjoint claim, summary and accompanying drawing) and so disclosed any method or equipment are combined.Unless expressly stated otherwise, each feature disclosed in this specification (including adjoint claim, summary and accompanying drawing) can be replaced by the alternative features providing purpose identical, equivalent or similar.
In addition, those skilled in the art it will be appreciated that, although some embodiments at this include some feature included in other embodiments rather than further feature, but the combination of the feature of different embodiment means to be within scope of the present utility model and formed different embodiments.Such as, in detail in the claims, the one of any of embodiment required for protection can mode use in any combination.
It should be noted that this utility model is illustrated rather than by above-described embodiment this utility model is limited, and those skilled in the art can design alternative embodiment without departing from the scope of the appended claims.In the claims, any reference marks that should not will be located between bracket is configured to limitations on claims.Word " comprises " and does not exclude the presence of the element or step not arranged in the claims.Word "a" or "an" before being positioned at element does not exclude the presence of multiple such element.This utility model by means of including the hardware of some different elements and can realize by means of properly programmed computer.In the unit claim listing some devices, several in these devices can be through same hardware branch and specifically embody.Word first, second and third use do not indicate that any order.Can be title by these word explanations.
So far, those skilled in the art will recognize that, multiple exemplary embodiment of the present utility model is illustrate and described although detailed herein, but, when without departing from this utility model spirit and scope, still can directly determine according to this utility model disclosure or derive other variations or modifications many meeting this utility model principle.Therefore, scope of the present utility model is it is understood that cover all these other variations or modifications with regarding as.
Claims (10)
1. the assay device measuring soil sample drying and watering cycle swell-shrinking deformation amount, it is characterised in that including:
Test mould；
Sample ring, is placed in described test mould, for placing the soil sample measuring drying and watering cycle swell-shrinking deformation amount；
Top permeable stone, is placed in above described sample ring, is used for described soil sample water filling to carry out soil sample expansion test；
Bottom permeable stone, is placed in below described sample ring, for discharging the excessive moisture injecting described soil sample；
Heater block, is placed in described test mould peripheral, for the expansion soil sample obtained after expansion test is heated, so that the dry dehydration of described expansion soil sample carries out soil sample shrinkage test；
Measure parts, it is placed in above the permeable stone of described top, for measuring produced soil sample dilatancy amount when described top permeable stone carries out water filling to described soil sample, and/or, measure and heat soil sample contraction distortion amount produced by described expansion soil sample through described heater block.
2. device according to claim 1, it is characterised in that described device also includes:
Die trial outer shroud, is placed in the top of described sample ring and is fixed on the base plate of described test mould, so that described soil sample is along the axial direction expansion or shrinkage of described sample ring.
3. device according to claim 1 and 2, it is characterised in that described device also includes:
Drain valve, is placed in the base plate of described test mould, is positioned at below the permeable stone of described bottom, for discharging the excessive moisture of the described soil sample discharged through described bottom permeable stone.
4. device according to claim 3, it is characterised in that the diameter of described drain valve is 5mm.
5. device according to claim 1, it is characterised in that described heater block includes:
It is placed in the coil that described test mould is peripheral, the resistance wire being connected with described coil, described coil can being heated；Or
It is placed in the coil that described test mould is peripheral, the resistance wire being connected with described coil, described coil can being heated, and the temperature controller being connected with described resistance wire.
6. device according to claim 5, it is characterised in that the heating-up temperature that described temperature controller controls is 45 DEG C.
7. device according to claim 5, it is characterised in that described heater block also includes:
Being placed in the asbestos insulation that described test mould is peripheral, wherein, described coil is placed between described asbestos insulation and described test mould periphery.
8. device according to claim 1 and 2, it is characterised in that described measurement parts include:
Load plate, is placed in above the permeable stone of described top；
Load bar, be vertically positioned over above described load plate and with described load plate compact siro spinning technology；And
Dial gauge, is fixed on described load bar, for measuring the swell-shrinking deformation amount of described soil sample drying and watering cycle.
9. device according to claim 8, it is characterised in that in described load plate, distribution has permeable hole.
10. device according to claim 9, it is characterised in that
The diameter of described permeable hole is 2mm；
When described permeable hole is multiple, the distance between each adjacent permeable hole is 6mm.
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| CN201620184379.0U CN205383980U (en) | 2016-03-10 | 2016-03-10 | Measure test device of soil sample dry -wet cycle breathing deflection |
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| CN201620184379.0U CN205383980U (en) | 2016-03-10 | 2016-03-10 | Measure test device of soil sample dry -wet cycle breathing deflection |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105651154A (en) * | 2016-03-10 | 2016-06-08 | 中国路桥工程有限责任公司 | Test method and device for measuring swelling-shrinking deformation in dry-wet cycle of soil sample |
| CN106091905A (en) * | 2016-08-18 | 2016-11-09 | 山西省交通科学研究院 | A kind of soil sample multidirectional humidification deformation measuring device and measuring method |
| CN109100229A (en) * | 2018-07-02 | 2018-12-28 | 长沙理工大学 | It is a kind of measurement immersion under the conditions of expand the soil volume change experimental rig |
| CN109459460A (en) * | 2018-12-25 | 2019-03-12 | 长安大学 | A kind of scanning electron microscope observation device and method of intact loess humidification sample |
| CN113390784A (en) * | 2021-06-24 | 2021-09-14 | 深圳市市政工程总公司 | Shrinkage performance detection method for slag soil fluidized backfill material |
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2016
- 2016-03-10 CN CN201620184379.0U patent/CN205383980U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105651154A (en) * | 2016-03-10 | 2016-06-08 | 中国路桥工程有限责任公司 | Test method and device for measuring swelling-shrinking deformation in dry-wet cycle of soil sample |
| CN106091905A (en) * | 2016-08-18 | 2016-11-09 | 山西省交通科学研究院 | A kind of soil sample multidirectional humidification deformation measuring device and measuring method |
| CN106091905B (en) * | 2016-08-18 | 2019-06-25 | 山西省交通科学研究院 | A kind of multidirectional humidification deformation measuring device of soil sample and measurement method |
| CN109100229A (en) * | 2018-07-02 | 2018-12-28 | 长沙理工大学 | It is a kind of measurement immersion under the conditions of expand the soil volume change experimental rig |
| CN109459460A (en) * | 2018-12-25 | 2019-03-12 | 长安大学 | A kind of scanning electron microscope observation device and method of intact loess humidification sample |
| CN113390784A (en) * | 2021-06-24 | 2021-09-14 | 深圳市市政工程总公司 | Shrinkage performance detection method for slag soil fluidized backfill material |
| CN113390784B (en) * | 2021-06-24 | 2023-08-18 | 深圳市市政工程总公司 | Method for detecting shrinkage performance of slag soil fluidization backfill material |
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