A method for determining critical thickness of base soil of foundation pit subjected to confined water
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A method for determining critical thickness of base soil of foundation pit subjected to confined water
Vol. 31, Issue 5, (2010)
作者机构:
1. 浙江大学 软弱土与环境土工教育部重点实验室,杭州 3310027
2. 武夷学院 土木工程与建筑系,福建 武夷山,354300
作者简介:
基金信息:
DOI:
CLC:TV139.1
Online First:24 May 2010,
Published:2010
稿件说明:
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WANG Yu-lin, XIE Kang-he, LU Meng-meng, et al. A method for determining critical thickness of base soil of foundation pit subjected to confined water[J]. 2010, 31(5).
DOI:
WANG Yu-lin, XIE Kang-he, LU Meng-meng, et al. A method for determining critical thickness of base soil of foundation pit subjected to confined water[J]. 2010, 31(5).DOI:
A method for determining critical thickness of base soil of foundation pit subjected to confined water
True triaxial experimental study on generalized effective stress of unsaturated saline soil
Influence of pressure-relief of confined aquifer on existing tunnel under conditions of different inserted lengths of diaphragm wall
Analysis of reservoir deformation and fluid transportation induced by injection of CO2 into saline aquifer: (I) Two-phase flow-reservoir coupling model
Permeability-stress sensitivity of complex lithology reservoir and its effect on gas well productivity
Study of critical thickness of roof of level pillar stoping under multifactor influence
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