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Steel sheet pile retaining wall soil pressure testing device and steel sheet pile retaining wall soil pressure testing method considering influences of intermediate principal stress

A testing device and steel sheet pile technology, applied in the direction of using stable tension/pressure to test the strength of materials, measuring devices, and tests of basic structures, etc., can solve problems such as stress redistribution can not be ignored, lack of research, etc., and achieve concise testing methods. , low cost, simple structure

Active Publication Date: 2019-08-02
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

A large number of field tests have proved that the stress redistribution caused by soil excavation cannot be ignored, however, the research on this stress adjustment process has been lacking

Method used

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  • Steel sheet pile retaining wall soil pressure testing device and steel sheet pile retaining wall soil pressure testing method considering influences of intermediate principal stress
  • Steel sheet pile retaining wall soil pressure testing device and steel sheet pile retaining wall soil pressure testing method considering influences of intermediate principal stress
  • Steel sheet pile retaining wall soil pressure testing device and steel sheet pile retaining wall soil pressure testing method considering influences of intermediate principal stress

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Embodiment Construction

[0047] Such as Figure 1 to Figure 12 As shown, the present invention provides a steel sheet pile retaining wall earth pressure testing device considering the influence of medium principal stress, the earth pressure testing device includes a steel sheet pile retaining wall, a model groove 1, an angle control device and an earth pressure monitoring and acquisition device;

[0048] The steel sheet pile retaining wall includes four steel sheet piles, two rotatable thin rods and three fixed thin rods. The rotatable thin rods are respectively rotatable thin rod one 6 and rotatable thin rod two 7, and the three fixed thin rods are respectively fixed thin rod one 8, fixed thin rod two 9 and fixed thin rod three 10;

[0049] Both sides of each steel sheet pile are provided with locking structures 11, steel sheet pile 1 2, steel sheet pile 2 3, steel sheet pile 3 4 and steel sheet pile 4 5 are sequentially connected through the locking structure 11 to form a retaining wall, each The o...

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Abstract

The invention discloses a steel sheet pile retaining wall soil pressure testing device and a steel sheet pile retaining wall soil pressure testing method considering influences of intermediate principal stress, and belongs to the soil pressure testing technology in soil mechanics. The soil pressure testing device comprises a steel sheet pile retaining wall, a model groove, an angle control device,and a soil pressure monitoring and collecting device. The steel sheet pile retaining wall comprises four steel sheet piles, two rotatable thin rods and three fixed thin rods, wherein the four steel sheet piles are respectively a steel sheet pile I, a steel sheet pile II, a steel sheet pile III and a steel sheet pile IV, which are sequentially connected together by a locking structure to form a soil retaining wall. The steel sheet pile I and the steel sheet pile IV are respectively fixedly disposed in the side wall of the model groove through the thin fixed rods, and the tops of the two thin fixed rods disposed in the side wall of the model groove are respectively provided with an angle control device. The angle control device comprises a rotating disc and a connecting rope. The soil pressure monitoring and collecting device comprises a frequency meter and four soil pressure sensors, and the soil pressure sensor is respectively arranged on the soil retaining side of each steel sheet pile.

Description

technical field [0001] The invention relates to the technical field of soil pressure testing in soil mechanics, in particular to a soil pressure testing device and method for steel sheet pile retaining walls considering the influence of medium principal stress. Background technique [0002] Due to the obvious advantages of fast construction, small footprint and recyclable utilization of steel sheet piles, whether it is in permanent structures such as piers, retaining walls, flood embankments or temporary structures such as cofferdams, foundation pits, and flood control, Steel sheet piles are widely used, such as steel sheet pile retaining walls spliced ​​by U-shaped steel sheet piles. As one of the important loads on the steel sheet pile retaining wall, earth pressure has a direct impact on the load transfer and stress mechanism of the steel sheet pile retaining wall. Therefore, the calculation of earth pressure is particularly important in the structural design of steel sh...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/02G01N3/08G01D21/02E02D33/00
CPCE02D33/00G01D21/02G01N3/02G01N3/08
Inventor 赵伏田刘军张福海杨晓科单鹏刘明清肖治民周浩孙磊王贺
Owner HOHAI UNIV