CN1841042A - Soil permeameter - Google Patents
Soil permeameter Download PDFInfo
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- CN1841042A CN1841042A CN 200510024691 CN200510024691A CN1841042A CN 1841042 A CN1841042 A CN 1841042A CN 200510024691 CN200510024691 CN 200510024691 CN 200510024691 A CN200510024691 A CN 200510024691A CN 1841042 A CN1841042 A CN 1841042A
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- lysimeter
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The related permeameter to measure soil permeability comprises: a soil sample ring (1), a loading piston (2) with an exhaust channel in (1) for up-down slide, a base (3) with and air inlet and exhaust channel on two sides. Wherein, both exhaust channels of (2) and (3) connect with self GDS pressure controller (5) through high-pressure plastic pipe (9). This invention can obtain the soil permeability on different void ratio and stress.
Description
Technical field
The present invention relates to a kind ofly, be used to measure the device of soil permeability in Geotechnical Engineering experimental study field.
Background technology
In the Geotechnical Engineering test and using, there is more occasion to need a kind of test unit to be used for measuring the perviousness of air in soil.For example, in constructions such as pneumatic caisson and air pressure balanced-type shield structure, usually need to use pressure-air to keep the water and soil pressure that certain air pressure comes the balance outside at the soil excavation face, to obtain good excavation and construction environment, this just needs to obtain by shop experiment in advance the gas permeability parameter of the excavation soil body, determines to apply and keep in the site operation technological parameter of air pressure according to this.Because the type of tested soil mostly is saturated clay or silty clay, and the seepage velocity of gas in different soil slow, differ greatly.Therefore, employed device in the testing permeability process must be able to be studied the inner link between water permeability and the gas permeability, and possesses very high measurement accuracy, to satisfy shop experiment test and field engineering construction requirement.
At present and the immediate lysimeter tool of the present invention as shown in Figure 1, the upper end of its soil sample is free drainage condition, can not keep certain air pressure and actual exhaust air condition in the model engineering, therefore only can be used in and measure the perviousness of water in soil, can not be used for the permeability test of gas at soil, so also can not be in order to the inner link between research water permeability and the gas permeability, aspect measuring function and accuracy requirement, all can not reach the requirement of the construction technology of calming the anger (constructions such as pneumatic caisson, air pressure balanced-type shield structure).
Summary of the invention
The objective of the invention is to solve the problems referred to above that existing lysimeter exists and provide a kind of and can measure the lysimeter that water permeability can be measured gas permeability.
New soil perviousness determinator of the present invention is achieved in that
A kind of lysimeter comprises soil sample ring 1, loading ram 2, base 3, and it is characterized in that: loading ram 2 contains the exhaust passage, is placed in the soil sample ring, can slide up and down; Base 3 both sides have air inlet and exhaust passage respectively; The exhaust passage of loading ram 2 links to each other by the self-corresponding GDS pressure controller 5 of high-pressure plastic pipe 9 and each respectively with the air intake opening of base 3.
Soil gas permeameter of the present invention, soil sample ring 1 is fixed identical with the required soil sample diameter of permeability test with standard, is convenient to utilize the instrument of standard fabrication soil sample, and internal diameter is 61.8mm.
Lysimeter of the present invention, sealing between loading ram 2 and the soil sample ring 1, loading ram 2 bottom lateral surfaces have the twice annular recess, place " O " shape O-ring seal in the groove, can guarantee to keep certain air pressure or hydraulic pressure in the soil sample upper end in the experimental project.At loading ram 2 lower surfaces an amount of concentric annular groove is arranged, shop porous permeable stone 7 below, guarantee that gas or water can evenly escape at the upper surface place after by soil sample.
Lysimeter of the present invention, base upper surface center have an amount of concentric annular groove, and outer side is " O " shape O-ring seal 6 together, and shop porous permeable stone guarantees that air pressure or hydraulic pressure can be uniformly applied to the sample lower surface above.
Lysimeter of the present invention, the air intake opening of seepage pressure chamber links to each other by the self-corresponding GDS pressure controller 5 of high-pressure plastic pipe 9 and each respectively with exhausr port, can on soil sample, form required pressure and actual exhaust air condition in the model engineering, thereby realize the permeability test of gas in the soil.Adopt GDS gas (water) pressure controller can in the permeability test process, change the vertical load that soil sample bore, realize the control and the measurement of hydrodynamic pressure and volume, to obtain the perviousness of soil under different aperture ratio and stress condition.GDS gas (water) pressure-controlled device 5 air pressure precision are preferably 0.1kPa, and the gas volume precision is 1.0mm
3, and the automatic collection of realization test figure.
Beneficial effect of the present invention: lysimeter of the present invention can be measured water permeability in the soil can measure gas permeability in the soil again.It combines the characteristics of consolidation test and permeability test, can in the permeability test process, change the vertical load that soil sample bore, adopt GDS gas (water) pressure controller to realize the control and the measurement of hydrodynamic pressure and volume, to obtain the perviousness (as shown in Figure 3) of soil under different aperture ratio and stress condition, by gas infiltration capacity and seepage pressure relation curve, obtained time stagnant feature (as shown in Figure 4) that gas permeability occurs with the seepage flow course in addition.
Description of drawings
Fig. 1 is the synoptic diagram of lysimeter in the prior art.
Fig. 2 is the synoptic diagram of lysimeter of the present invention.
Fig. 3 tests the relation curve of gained infiltration coefficient and consolidation pressure for using lysimeter of the present invention.
Fig. 4 tests gained gas seepage discharge-seepage pressure relation curve for using lysimeter of the present invention.
Embodiment
As shown in Figure 2, lysimeter of the present invention comprises soil sample ring 1, loading ram 2, base 3, GDS gas (water) pressure controller 5.Loading ram 2 can move up and down in sample ring 1, for guaranteeing good seal between them, at loading ram 2 bottom lateral surfaces the twice annular recess is arranged, and places " O " shape O-ring seal 6 in the groove, also is provided with " O " shape O-ring seal 6 on loading ram and base.Loading ram 2 lower surfaces have an amount of concentric annular groove, and the below also is provided with porous permeable stone 7.Also there is an amount of concentric annular groove the base upper surface center, and outer side is " O " shape O-ring seal 6 together, and shop porous permeable stone guarantees that air pressure can be uniformly applied to the sample lower surface above.Use clamping screw 4 to be connected between soil sample ring 1 and the base 3.Advancing between (row) gas port and GDS gas (water) pressure controller 5 of loading ram 2 and base 3 is connected with high-pressure plastic pipe 9.
When carrying out the gas permeability test, the soil sample 8 and the porous permeable stone 7 that prepare are pushed soil sample ring 1 successively from the bottom, again another piece porous permeable stone 7 is inserted from sample ring 1 top, after guaranteeing that soil sample 8 and permeable stone 7 all accurately enter soil sample ring 1, sample ring 1 is placed in upper surface to be equipped with on the base 3 of " O " shape O-ring seal 6, and both are connected firmly with clamping screw, afterwards hoop there is the loading ram 2 of " O " shape O-ring seal 6 to put into from soil sample ring 1 top, then with whole seepage pressure chamber installation in position on pressure frame, apply vertical load by loading ram 2 classifications, treat that soil sample is after the compression deformation under each grade load action is stable, use high-pressure plastic pipe 9 that the air intake opening of seepage pressure chamber is linked to each other with GDS pressure controller 5 with exhausr port, by controlling the air inlet pressure and going out atmospheric pressure on soil sample, following two ends form pressure gradient and carry out the gas permeability test, automatically gather gaseous tension and data on flows simultaneously, so carry out the gas permeability test of soil sample under the different vertical pressures successively.The relation curve of test gained infiltration coefficient and consolidation pressure as shown in Figure 3, seepage discharge-the seepage pressure relation curve as shown in Figure 4 for test gained gas, as seen lysimeter of the present invention not only can be used for the permeability test of gas in the soil, and measuring accuracy is very high, satisfies shop experiment test and field engineering construction requirement.
Claims (6)
1, a kind of lysimeter comprises soil sample ring (1), loading ram (2), base (3), and it is characterized in that: loading ram (2) contains the exhaust passage, is placed in the soil sample ring, can slide up and down; Base (3) both sides have air inlet and exhaust passage respectively; The exhaust passage of loading ram (2) links to each other by the self-corresponding GDS pressure controller of high-pressure plastic pipe (9) and each (5) respectively with the air intake opening of base (3).
2, lysimeter as claimed in claim 1 is characterized in that at loading ram (2) lower surface an amount of concentric annular groove being arranged, below shop porous permeable stone (7).
3, lysimeter as claimed in claim 1 is characterized in that GDS gas pressure regulator (5) air pressure precision is 0.1kPa, and the gas volume precision is 1.0mm
3
4, lysimeter as claimed in claim 1 is characterized in that sealing between loading ram (2) and the soil sample ring (1).
5, lysimeter as claimed in claim 4 is characterized in that loading ram (2) bottom lateral surface has the twice annular recess, places " O " shape O-ring seal in the groove.
6, lysimeter as claimed in claim 1 is characterized in that soil sample ring (1) and standard are fixed identical with the required soil sample diameter of permeability test.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200510024691A CN100575920C (en) | 2005-03-28 | 2005-03-28 | Lysimeter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200510024691A CN100575920C (en) | 2005-03-28 | 2005-03-28 | Lysimeter |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1841042A true CN1841042A (en) | 2006-10-04 |
| CN100575920C CN100575920C (en) | 2009-12-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200510024691A Expired - Fee Related CN100575920C (en) | 2005-03-28 | 2005-03-28 | Lysimeter |
Country Status (1)
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| CN (1) | CN100575920C (en) |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102141502A (en) * | 2010-12-30 | 2011-08-03 | 泸州品创科技有限公司 | Method for measuring porosity of fermented grains |
| CN101598658B (en) * | 2009-05-27 | 2011-08-17 | 中国科学院地质与地球物理研究所 | Servo-control earth-rockfill mixture transformation permeameter |
| CN102507307A (en) * | 2011-10-28 | 2012-06-20 | 西安理工大学 | Sealing device for pressure chamber of true triaxial apparatus |
| CN103149341A (en) * | 2013-02-04 | 2013-06-12 | 辽宁工程技术大学 | Consolidation and penetration measuring device |
| CN103335919A (en) * | 2013-07-09 | 2013-10-02 | 中国农业科学院农田灌溉研究所 | Detector of channel water infiltration coefficient |
| CN103364241A (en) * | 2013-07-06 | 2013-10-23 | 安徽省（水利部淮河水利委员会）水利科学研究院 | Remodeling fine grain soil test sample preparation device |
| CN104865131A (en) * | 2015-04-21 | 2015-08-26 | 同济大学 | Bentonite hydraulic fracturing feature determination device |
| CN105043960A (en) * | 2015-08-04 | 2015-11-11 | 同济大学 | Improved soil mass combined consolidation permeameter |
| CN105842137A (en) * | 2015-01-15 | 2016-08-10 | 轻工业环境保护研究所 | Soil gas permeability tester |
| CN106018741A (en) * | 2016-05-24 | 2016-10-12 | 山西省交通科学研究院 | Novel three-axis soil sample body change measuring device and measuring method |
| CN106370525A (en) * | 2016-10-13 | 2017-02-01 | 同济大学 | Multifunctional visual research device for bentonite hydraulic power and air pressure splitting features |
| CN106769691A (en) * | 2016-11-22 | 2017-05-31 | 三峡大学 | The measuring equipment and its method for measurement of a kind of seepage force |
| CN106769747A (en) * | 2016-11-17 | 2017-05-31 | 河海大学 | Experimental rig and its test method that soil body inflation resistance is oozed |
| CN107167410A (en) * | 2017-06-01 | 2017-09-15 | 三峡大学 | A kind of periodicity comes and goes seepage experimental apparatus and method |
| CN109444021A (en) * | 2018-12-18 | 2019-03-08 | 敦煌研究院 | A kind of device for monitoring, measuring the gas permeability of soil |
| CN109709020A (en) * | 2019-01-24 | 2019-05-03 | 中南大学 | The gas permeability test macro and test method of unsaturation frozen soil |
| CN110487988A (en) * | 2019-08-16 | 2019-11-22 | 合肥工业大学 | A kind of air pressure-loading type one-dimensional consolidation infiltration joint test device |
| CN111896449A (en) * | 2020-07-14 | 2020-11-06 | 中国海洋大学 | Permeameter and method for measuring permeability coefficient of saturated silt |
Families Citing this family (1)
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| CN102226748A (en) * | 2011-03-28 | 2011-10-26 | 东南大学 | Pressure measuring instrument for gas permeation test of rock and soil mass |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN1056661C (en) * | 1995-04-22 | 2000-09-20 | 天津开发区超凡软基改良新技术公司 | Vacuum compressometer and experiment method |
| CN2532480Y (en) * | 2002-03-22 | 2003-01-22 | 中国矿业大学 | Auxiliary device for cracked rock and non-consolidation porous material permeability test |
| US7055374B2 (en) * | 2003-02-14 | 2006-06-06 | University Of Florida Research Foundation, Inc. | System for characterizing bulk mechanical properties of aerated materials |
| CN2685869Y (en) * | 2004-03-18 | 2005-03-16 | 武汉工业学院 | Visual piezodialysis experimental apparatus |
-
2005
- 2005-03-28 CN CN200510024691A patent/CN100575920C/en not_active Expired - Fee Related
Cited By (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101598658B (en) * | 2009-05-27 | 2011-08-17 | 中国科学院地质与地球物理研究所 | Servo-control earth-rockfill mixture transformation permeameter |
| CN102141502A (en) * | 2010-12-30 | 2011-08-03 | 泸州品创科技有限公司 | Method for measuring porosity of fermented grains |
| CN102507307A (en) * | 2011-10-28 | 2012-06-20 | 西安理工大学 | Sealing device for pressure chamber of true triaxial apparatus |
| CN103149341A (en) * | 2013-02-04 | 2013-06-12 | 辽宁工程技术大学 | Consolidation and penetration measuring device |
| CN103364241B (en) * | 2013-07-06 | 2016-01-20 | 安徽省（水利部淮河水利委员会）水利科学研究院 | Reinvent fine grained soil sample preparation device |
| CN103364241A (en) * | 2013-07-06 | 2013-10-23 | 安徽省（水利部淮河水利委员会）水利科学研究院 | Remodeling fine grain soil test sample preparation device |
| CN103335919B (en) * | 2013-07-09 | 2015-04-15 | 中国农业科学院农田灌溉研究所 | Detector of channel water infiltration coefficient |
| CN103335919A (en) * | 2013-07-09 | 2013-10-02 | 中国农业科学院农田灌溉研究所 | Detector of channel water infiltration coefficient |
| CN105842137A (en) * | 2015-01-15 | 2016-08-10 | 轻工业环境保护研究所 | Soil gas permeability tester |
| CN104865131A (en) * | 2015-04-21 | 2015-08-26 | 同济大学 | Bentonite hydraulic fracturing feature determination device |
| CN104865131B (en) * | 2015-04-21 | 2017-11-07 | 同济大学 | A kind of measure device of bentonite hydraulic fracture characteristic |
| CN105043960A (en) * | 2015-08-04 | 2015-11-11 | 同济大学 | Improved soil mass combined consolidation permeameter |
| CN106018741A (en) * | 2016-05-24 | 2016-10-12 | 山西省交通科学研究院 | Novel three-axis soil sample body change measuring device and measuring method |
| CN106370525A (en) * | 2016-10-13 | 2017-02-01 | 同济大学 | Multifunctional visual research device for bentonite hydraulic power and air pressure splitting features |
| CN106769747A (en) * | 2016-11-17 | 2017-05-31 | 河海大学 | Experimental rig and its test method that soil body inflation resistance is oozed |
| CN106769691A (en) * | 2016-11-22 | 2017-05-31 | 三峡大学 | The measuring equipment and its method for measurement of a kind of seepage force |
| CN106769691B (en) * | 2016-11-22 | 2019-11-08 | 三峡大学 | A kind of measuring equipment and its method for measurement of seepage force |
| CN107167410A (en) * | 2017-06-01 | 2017-09-15 | 三峡大学 | A kind of periodicity comes and goes seepage experimental apparatus and method |
| CN107167410B (en) * | 2017-06-01 | 2023-05-02 | 三峡大学 | Periodic round-trip seepage experimental device and method |
| CN109444021A (en) * | 2018-12-18 | 2019-03-08 | 敦煌研究院 | A kind of device for monitoring, measuring the gas permeability of soil |
| CN109709020A (en) * | 2019-01-24 | 2019-05-03 | 中南大学 | The gas permeability test macro and test method of unsaturation frozen soil |
| CN109709020B (en) * | 2019-01-24 | 2023-11-07 | 中南大学 | Air permeability test system and test method for unsaturated frozen soil |
| CN110487988A (en) * | 2019-08-16 | 2019-11-22 | 合肥工业大学 | A kind of air pressure-loading type one-dimensional consolidation infiltration joint test device |
| CN111896449A (en) * | 2020-07-14 | 2020-11-06 | 中国海洋大学 | Permeameter and method for measuring permeability coefficient of saturated silt |
| CN111896449B (en) * | 2020-07-14 | 2021-06-01 | 中国海洋大学 | Permeameter and method for measuring permeability coefficient of saturated silt |
Also Published As
| Publication number | Publication date |
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| CN100575920C (en) | 2009-12-30 |
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Granted publication date: 20091230 Termination date: 20120328 |