Controllable Suction Static Triaxial Instrument for Unsaturated Soil Based on Precision Measurement of Internal Volume Variation

A soil static triaxial instrument, controllable technology, applied in the direction of applying stable tension/pressure to test the strength of materials, can solve the problems of low test accuracy and unreasonable test principle, and achieve high experimental test accuracy and shortened time. Maintenance cycle, the effect of improving efficiency

Active Publication Date: 2021-08-03
SOUTHWEST JIAOTONG UNIV
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Problems solved by technology

Under the condition of not using the traditional clay plate, the accurate measurement of the volume change of unsaturated soil is realized, especially the method of internal volume change is used for volume variable measurement and suction control, which solves the problem of unsaturated triaxial soil in the past. The problem of unreasonable instrument test principle and low test accuracy

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  • Controllable Suction Static Triaxial Instrument for Unsaturated Soil Based on Precision Measurement of Internal Volume Variation
  • Controllable Suction Static Triaxial Instrument for Unsaturated Soil Based on Precision Measurement of Internal Volume Variation
  • Controllable Suction Static Triaxial Instrument for Unsaturated Soil Based on Precision Measurement of Internal Volume Variation

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Embodiment Construction

[0027] Hereinafter, specific embodiments of the present invention will be described in detail with reference to the accompanying drawings.

[0028] Figure 1 to Figure 4 A schematic diagram of the overall structure of the present invention and a sectional view of each important component are given. The suction controllable unsaturated soil static triaxial instrument based on the precision measurement of the inner body variable mainly consists of the following parts: the host part, the water circulation and thrust water source part, and the data acquisition and processing part.

[0029] Refer to attached figure 1 And attached figure 2, the host part mainly consists of: the reaction force support 2 stands on the outer edge of the base 1, the axial adjustment piston 3 stands on the middle of the base 1; the confining pressure chamber with the axial loading rod 9 placed on the top is placed on the axial adjustment piston 3, The confining pressure chamber is composed of the con...

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Abstract

The invention discloses a suction controllable unsaturated soil static triaxial instrument based on internal body variable precision measurement, which includes a main machine part, a water circulation and pressure stabilizing thrust water source part, and a data acquisition and processing part. Among them, the water circulation and pressure-stabilizing thrust water source part are mainly composed of two independent waterway parts composed of two thrust-stabilizing water sources, namely, the confining pressure control waterway for providing stable pressure in the confining pressure chamber and the precise measurement of internal volume change and suction. Measured monitoring waterways. The present invention does not use the clay plate that must be used in the traditional unsaturated instrument, but still uses the axis translation technology to realize the accurate measurement of the unsaturated soil volume change and the control of the suction during the test, thus omitting the process of saturating the clay plate and avoiding solves the problem of lagging drainage of clay slabs and precisely controls suction in unsaturated soils. The invention can realize automatic control and measurement in the whole process, meets the requirements of reasonable experimental principle, high measurement accuracy and technical feasibility, and greatly improves the efficiency of the experiment.

Description

technical field [0001] The invention relates to an indoor geotechnical experiment testing device, in particular to a static triaxial instrument for studying unsaturated soil, and belongs to the category of geotechnical engineering testing and unsaturated soil mechanics experiment equipment. Background technique [0002] The soil of "civil engineering" is divided into saturated soil and unsaturated soil, and 90% of land soil belongs to the category of unsaturated soil. The higher it is, the indoor geotechnical experiment conditions are required to be consistent with the actual engineering conditions, and the indoor experimental research on the mechanical properties of unsaturated soil is the general trend. Before the 1990s, equipment development technology could not realize unsaturated mechanical testing, but since the 21st century, the international development and promotion of unsaturated soil mechanical properties experimental equipment has begun. [0003] Today, the expe...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/12
Inventor 崔凯张继勋黄邦文郭国庆
Owner SOUTHWEST JIAOTONG UNIV
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