Test device for measuring frost heaving force and frost heaving capacity of artificial frozen-thawed soil

A test device and technology of freezing and thawing soil, which is applied in the field of geotechnical engineering, can solve problems such as inability to simulate engineering conditions well, inability to achieve water replenishment, and unclear water migration direction of soil samples.

Active Publication Date: 2015-01-28
TONGJI UNIV
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Problems solved by technology

The Chinese patent application number 201220482912.3 discloses a test device for measuring axial force and deformation under freezing and thawing conditions of artificial frozen soil. Transferred to the soil...

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  • Test device for measuring frost heaving force and frost heaving capacity of artificial frozen-thawed soil
  • Test device for measuring frost heaving force and frost heaving capacity of artificial frozen-thawed soil
  • Test device for measuring frost heaving force and frost heaving capacity of artificial frozen-thawed soil

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Embodiment Construction

[0042] The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments. This embodiment is carried out on the premise of the technical solution of the present invention, and detailed implementation and specific operation process are given, but the protection scope of the present invention is not limited to the following embodiments.

[0043] Such as figure 1 As shown, a test device for measuring the frost heave force and frost heave amount of artificially frozen and thawed soil, the device includes:

[0044] The bottom plate 1 is used to pass the freezing liquid into the device, and is provided with a first sealing groove 31;

[0045] The soil sample cavity 4 is embedded in the first sealing groove 31 of the bottom plate 1, and contains the soil sample;

[0046] The top cover 7 is provided with a second sealing groove 32, and is set on the top of the soil sample cavity 4 through the second sealing groove 32;

[...

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Abstract

The invention relates to a test device for measuring a frost heaving force and frost heaving capacity of artificial frozen-thawed soil. The device comprises a base plate, a soil sample cavity, a top cover, a support, a soil sample cover plate, a connecting rod, a water replenishing connecting pipe, a freezing liquid cavity, a dynamometer and a counterforce frame, wherein the base plate is provided with a first sealing groove; the soil sample cavity is embedded in the first sealing groove of the base plate and used for storing a soil sample; the top cover is provided with a second sealing groove, and the second sealing groove covers the top of the soil sample cavity; the support is connected between the top cover and the base plate; the soil sample cover plate is arranged in the soil sample cavity; the connecting rod penetrates through the top cover, and the lower end of the connecting rod pushes against the soil sample cover plate; the water replenishing connecting pipe penetrates through the top cover to be connected with the soil sample cover plate; the freezing liquid cavity is arranged in the soil sample cavity, is fixed on the base plate and is used for storing the freezing liquid; the dynamometer is connected to the upper end of the connecting rod; the counterforce frame is connected to the dynamometer. Compared with the prior art, the freezing and thawing process of the soil of various soil textures can be simulated, which provides convenience for researching the frost heaving rule of the soil under a single-direction freezing condition.

Description

technical field [0001] The invention relates to the technical field of geotechnical engineering, in particular to a test device for measuring the frost-heave force and frost-heave amount of artificially frozen-thawed soil. Background technique [0002] The artificial ground freezing method is a better ground reinforcement technology, which has been widely used in other underground projects since it was first applied to mine excavation by German engineer F.H.Poetech in 1883. Since the 1990s, the southeast coastal areas of my country have begun to develop and utilize underground space on a large scale. Due to the wide distribution of soft clay in this area, it has brought great inconvenience to underground construction. It has been widely used in underground engineering construction in this area due to its good water properties. [0003] The artificial ground freezing method is to arrange freezing pipes around the pre-reinforced soil, and through the circulation of low-tempera...

Claims

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Application Information

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IPC IPC(8): G01N33/24
Inventor 唐益群严婧婧万鹏孙恺徐杰
Owner TONGJI UNIV
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