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Test device for salt expansion characteristic of salinized soil under rigidity constraint condition

A constraint condition and characteristic test technology, applied in the direction of soil material testing, measuring devices, material inspection products, etc., can solve the problems of low degree of automatic data collection, single measurement parameters, increase, etc., to achieve high degree of automatic data collection, measurement The effect of high precision and easy operation

Pending Publication Date: 2019-08-02
COLD & ARID REGIONS ENVIRONMENTAL & ENG RES INST CHINESE
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In addition, the saline soil in the actual site is under complex periodic meteorological conditions such as dry-wet cycle and freeze-thaw cycle. The test results under a single test condition cannot truly reflect the actual salt expansion characteristics of the saline soil. Guidance for actual specific projects very limited
[0005] 2. The measurement parameters are single, and only the amount of salt swelling during the test can be measured. Since the salt swelling force in the test is always equal to the overlying load, it is impossible to monitor the evolution mechanism of the salt swelling force during the salt swelling process of the soil, and it is impossible to measure the salt swelling force. Carry out relevant research and analysis on swelling force, and the degree of automatic data collection is low
Air blowing from one side will lead to uneven distribution of moisture content of the sample. During the drying process, due to the low moisture content of the sample at the air inlet, the water and salt will continue to migrate to the air inlet, which will greatly cause the unevenness of the sample’s salt expansion, and This inhomogeneity increases as the experiment progresses
[0007] 4. Since the test soil is sulfuric acid saline soil, chlorine saline soil, etc., the humidity sensor used for moisture content monitoring is generally a TDR sensor based on the principle of time domain reflection, and its measurement results are greatly affected by soluble salt ions (especially SO 4 2- ), the error can reach more than ±5%. For the dry-wet cycle test, the moisture content measurement error should be within ±1%, which leads to extremely unreliable test results, and the TDR sensor is generally large, which will cause soil cause great disturbance
At the same time, due to the uneven distribution of the moisture content of the sample during the drying process, the humidity sensor can only monitor the moisture content of a certain area of ​​the soil sample, and cannot truly reflect the actual moisture content of the overall soil sample.
[0008] 5. The sample barrel is a barrel-in-barrel complex segmented structure, which is cumbersome to assemble and cannot realize the visualization of the sample barrel

Method used

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  • Test device for salt expansion characteristic of salinized soil under rigidity constraint condition
  • Test device for salt expansion characteristic of salinized soil under rigidity constraint condition
  • Test device for salt expansion characteristic of salinized soil under rigidity constraint condition

Examples

Experimental program
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Effect test

Embodiment 1

[0043] Example 1 Freeze-thaw cycle test device under equal stiffness constraints

[0044] refer to Figure 1~2 , a test device for salt expansion characteristics of saline soil under equal stiffness constraints, which mainly includes a temperature control box 1, a support frame 2, a sample bucket 3, and a rigid ring 4 placed inside the temperature control box 1, and test data detection components.

[0045] The temperature control box 1 is used to regulate its internal temperature. The control method is heat conduction. The temperature control box 1 specifically includes the box body, the circulation pipe 1b evenly laid inside the box body wall (except the temperature control box top cover 1c), the circulating fluid in the circulation pipe 1b and the pair placed outside the box. The temperature controller 1a for regulating the temperature of the circulating fluid; the box body has a temperature control box top cover 1c that can be opened and closed through the rotating shaft ...

Embodiment 2

[0058] Example 2 Dry-wet cycle, dry-wet-freeze-thaw cycle test device under equal stiffness constraints

[0059] Based on the freeze-thaw cycle test device disclosed in the above-mentioned embodiment 1 under equal stiffness constraint conditions, refer to Figure 1~3 , the present invention also provides a dry-wet cycle, dry-wet-freeze-thaw cycle test device under equal stiffness constraint conditions, specifically: the top plate 23 is provided with a plurality of water permeable holes, which is a porous top plate with water permeable holes, and the sample The upper top cover 3a of the barrel 3 is evenly provided with a plurality of water injection ports 27 and the distance between them and the upper edge of the barrel body 3c can be fine-tuned; the device also includes a weighing device 11, a water adding assembly 17 and an air drying assembly.

[0060] It should be noted here that in the freeze-thaw cycle test device in Example 1, the top plate 23 can be a solid top plate wi...

Embodiment 3

[0067] Freeze-thaw cycle test process under the conditions of equal stiffness constraints in embodiment 3

[0068] (1) Sample preparation: Weigh the soil and soluble salt content required for sample loading, mix the soil sample, put it in the curing box for 48 hours, and then use the jack to compact the soil sample in the sample preparation device. Soil sample 22 was formed.

[0069] (2) Device assembly: apply a layer of vaseline on the inner wall of the sample barrel 3 to reduce the lateral restraint of the inner wall of the sample barrel 3 on the expansion of the soil sample, and press the soil sample 22 into the sample barrel 3, based on the embodiment 1 The disclosed device, complete the assembly of the whole device and the preparatory work before the test. Wherein, the top plate 23 on the upper surface of the soil sample 22 in the sample barrel 3 is preferably a solid top plate without water-permeable holes, and the upper top cover 3a of the sample barrel 3 and the barre...

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Abstract

The invention relates to a test device for the salt expansion characteristic of salinized soil under the rigidity constraint condition. The test device comprises a temperature control box (1), a support frame (2), a sample barrel (3), a rigidity constraint mechanism, and a test data detection assembly, wherein the support frame (2) and the sample barrel (3) are arranged inside the temperature control box. With selection of different rigidity constraint mechanisms, different rigidity constraint changing environments are provided and the corresponding rigidity constraint condition is formed by cooperating with the movability of a mandril. The temperature control box adjusts the soil sample temperature to realize freeze-thaw cycle tesst under different rigidity constraints. Besides, a water injection port (27), a weighing device (11), a water adding asembly (17) and an air drying assembly and other parts are added, so that the dry-wet cycle tests and dry-wet freeze-thaw coupling tests under different rigidity constraint conditions are realized. The test device is operated simply and is assembled conveniently; the salt expansion amount and the salt expansion force in the salt expansionprocess of the sample can be measured simultaneously; the moisture content and temperature change of the sample are monitored; and the data are automatically collected.

Description

technical field [0001] The invention relates to the technical field of testing the salt expansion characteristics of saline soil, in particular to a test device for the salt expansion characteristics of saline soil under stiffness constraints. Background technique [0002] Saline soil is a general term for all kinds of salinized and alkalized soils. According to distribution, it is mainly divided into inland saline soil, coastal saline soil and plateau saline soil. my country's saline soil area is about 200,000 square kilometers, ranking fourth in the world. Na 2 SO 4 Saline soil is widely distributed in inland and plateau regions of my country, and salt swelling is one of its main disease types. Taking the Qinghai-Tibet Plateau as an example, the soil salinization in this area is serious, and the geographical environment of this area is special, with high altitude, large temperature difference, strong solar radiation, and severe freeze-thaw cycle. At the same time, wit...

Claims

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Application Information

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IPC IPC(8): G01N33/24G01N25/00G01N5/04G01N1/28
CPCG01N33/24G01N33/246G01N25/00G01N5/045G01N1/28
Inventor 曹亚鹏李国玉杨鹏冯刚陈敦
Owner COLD & ARID REGIONS ENVIRONMENTAL & ENG RES INST CHINESE
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