Laboratory simulation test method for researching underground water seepage obstruction caused by pile foundation

A technology for groundwater seepage and simulation test, which is applied in the field of indoor simulation test of pile foundations hindering groundwater seepage, and can solve the problems of not considering underground structures and the like

Inactive Publication Date: 2013-11-13
SHANGHAI JIAO TONG UNIV
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  • Abstract
  • Description
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  • Application Information

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Problems solved by technology

This test has not yet overcome that the existing seepage test can only reflect one-dimensional seepage, and does not consider the influence of underground structures, especially the existence of pile foundations; A simulation device for blocking groundwater seepage by underground structures", which can simulate the influence of underground diaphragm walls on the precipitation process of aquifers
According to the self-report of the patent, the device directly supplies and discharges groundwater from the water inlet and drainage holes, so the device can only simulate the point-like supply and discharge of groundwater, which is different from the full-section seepage of groundwater under natural conditions. Therefore, this device cannot be directly used to simulate the influence of the existence of pile foundation on the seepage environment

Method used

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  • Laboratory simulation test method for researching underground water seepage obstruction caused by pile foundation
  • Laboratory simulation test method for researching underground water seepage obstruction caused by pile foundation
  • Laboratory simulation test method for researching underground water seepage obstruction caused by pile foundation

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Embodiment Construction

[0043] The present invention will be described in detail below in conjunction with specific embodiments. The following examples will help those skilled in the art to further understand the present invention, but do not limit the present invention in any form. It should be noted that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention. These all belong to the protection scope of the present invention.

[0044] In order to study the influence of the existence of pile foundations on groundwater seepage in local confined aquifers, this example combines the following figure 1 For the test device shown in (a) and (b), follow the steps below:

[0045] The first step is soil laying and test preparation, including:

[0046] ①Layer layered soil, watering maintenance: layer the soil into the model box 1 of the seepage test device, each layer of soil is about 50mm thick, each layer of soil is sprinkled for...

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Abstract

The invention provides a laboratory simulation test method for researching underground water seepage obstruction caused by a pile foundation. The laboratory simulation test method comprises the following steps of 1, soil pavement and test preparation, 2, water injection pressurization, 3, self-weight consolidation, and 4, a laboratory seepage test. The laboratory simulation test method can conveniently and effectively observe and research underground water seepage in soil with a pile foundation, can research the influence produced by the number, depth and arrangement of pile foundations on underground water seepage by analysis of water head distribution in the test, can provide reasonable and feasible computing design parameters for design and construction, and is used for guaranteeing safety and efficiency of ground pit construction in the urbanization process.

Description

technical field [0001] The invention relates to a method in the technical field of building construction, in particular to an indoor simulation test method for pile foundations to hinder groundwater seepage. Background technique [0002] Deep foundation pits constructed in soft soil strata in coastal areas require precipitation. At the same time, coastal areas are economically developed areas with a high level of urbanization, so there will be a large number of existing building foundations around foundation pits to be excavated. Most of the buildings in these areas are high-rise buildings, and their foundation forms are mostly pile foundations. The existence of the pile foundation will change the groundwater flow path, hinder the seepage of groundwater, cause the water head on the water surface in front of the pile to rise, which will lead to different degrees of ground subsidence, which may cause ground cracks, which will affect the construction and operation safety of the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N15/08
Inventor 许烨霜沈水龙曹依雯尹振宇
Owner SHANGHAI JIAO TONG UNIV
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