Pile-soil interaction indoor test device under action of combined cyclic load and installation method

An indoor test, pile-soil technology, applied in the test of foundation structure, sheet pile wall, building, etc.

Pending Publication Date: 2021-01-01
WENZHOU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, in the process of carrying out the test of the response of pile foundations under combined loads, generally, the response of piles and soils under monotonous combined loads is analyzed, and there is a lack of indoor test devices and methods for studying the interaction between piles and soils under combined cyclic loads

Method used

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  • Pile-soil interaction indoor test device under action of combined cyclic load and installation method
  • Pile-soil interaction indoor test device under action of combined cyclic load and installation method
  • Pile-soil interaction indoor test device under action of combined cyclic load and installation method

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Embodiment Construction

[0010] refer to figure 1 with figure 2 As shown, a pile-soil interaction indoor test device under combined cyclic load provided in the present invention includes a reaction force system 1 and a model box 2, and the soil body 3 and a plurality of soil bodies are filled in the model box 2 The physical and mechanical parameter acquisition element 4, the soil physical and mechanical parameter acquisition element 4 can be selected as an earth pressure sensor or a piezometer or an optical fiber miniature earth pressure cell. The reaction force system 1 is provided with a liftable loading system, and the loading system is located above the model box 2 and corresponds to it. The end face of the model box 2 facing the loading system is an open end, one end of the model pile 5 is installed on the loading system, the other parts of the model pile 5 are inserted into the soil 3 and placed in the model box 2, and the top of the model pile 5 A horizontal displacement meter 6 is provided,...

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Abstract

The invention discloses a pile-soil interaction indoor test device under the action of a combined cyclic load. The device comprises a counter-force system and a model box; the model box is filled witha soil body and a soil body physical and mechanical parameter acquisition element; a loading system is arranged on the counter-force system; the loading system is located above the model box and corresponds to the model box; the end face, facing the loading system, of the model box is an open end; one end of a model pile is installed on the loading system; the model pile is inserted into the soilbody and is placed in the model box; a plurality of physical and mechanical state acquisition elements are arranged in a pile body of the model pile; a horizontal displacement meter is arranged at the top of the model pile; the loading system comprises a soil body overlying pressure loading system, a horizontal loading system and a pile vertical load loading system; the horizontal loading systemhas horizontal cyclic force loading and continuous force loading functions; and the pile vertical load loading system has a function of applying vertical load to the model pile. The test device can show the response and interaction rules of the pile and the soil body under the combined action of horizontal cyclic and vertical load, and can carry out pile-soil interaction tests of soil properties (including sandy soil and clay) in different initial stress states and different pile foundation forms under different combined loads; and therefore, the bearing performance of the pile, the response rule of the soil body and the like can be detected, and the deformation characteristics of the pile and the soil body in the test process can be visually recorded.

Description

technical field [0001] The invention relates to an indoor test device for pile-soil interaction under combined cyclic load, and also relates to an installation method for the indoor test device for pile-soil interaction under combined cyclic load. Background technique [0002] As one of the important foundation forms supporting the superstructure, piles may encounter horizontal loads in addition to the upper vertical load transmitted by the superstructure during service and operation, such as offshore wind power pile foundations, which bear the horizontal load of waves and the upper part of the wind turbine. The pile foundation bears vertical and horizontal loads collectively called combined loads, and these combined loads often act cyclically on the pile foundation during long-term service and operation. At present, in the process of carrying out the test of the response of pile foundations under combined loads, generally, the response of piles and soils under monotonous co...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00E02D5/22
CPCE02D5/22E02D33/00
Inventor 秦伟戴国亮金锦强金海胜杜鸿科按打日拉朱萧霄徐东海吕有畅江子武蔡良洁苏容
Owner WENZHOU UNIVERSITY
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