| 注册
首页|期刊导航|岩土工程学报|动态承压水作用下深基坑底部弱透水层的出逸比降解析研究

动态承压水作用下深基坑底部弱透水层的出逸比降解析研究

章丽莎 应宏伟 谢康和 王小刚 朱成伟

岩土工程学报2017,Vol.39Issue(2):295-300,6.
岩土工程学报2017,Vol.39Issue(2):295-300,6.DOI:10.11779/CJGE201702013

动态承压水作用下深基坑底部弱透水层的出逸比降解析研究

Analytical study on exit gradient at base aquitard of deep excavations under dynamic artesian water

章丽莎 1应宏伟 2谢康和 1王小刚 2朱成伟1

作者信息

  • 1. 浙江大学滨海和城市岩土工程研究中心,浙江 杭州 310058
  • 2. 浙江大学软弱土与环境土工教育部重点实验室,浙江 杭州 310058
  • 折叠

摘要

Abstract

Based on one - dimensional leaky model for base aquitard of deep excavations, analytical solutions for the excess pore water pressure induced by variation of artesian water head and the corresponding exit gradients in the base aquitard are derived. If the value of permeability coefficient of the base soil is large enough, the calculated results of the exit gradient using the suggested method agree with the traditional ones, thus the validity of the suggested method is verified. According to the analytic solutions for the exit gradient, the variation laws and influence factors of the exit gradient in excavations under dynamic artesian water are analyzed. The results show when the thickness of the excavation base aquitard is certain, the greater the permeability coefficient, the compressibility modulus or the variation period of artesian water head of the soil, the more significantly the exit gradient fluctuated, the less its amplitude attenuated and phase shifted. The influence factor of the exit gradient is described by the dimensionless factor, which is positively correlated with the permeability coefficient and the compressibility modulus of the soil, but negatively correlated with the angular frequency of variation of artesian water head and the squared thickness of the aquitard. Finally, a practical project indicates that the lower permeability coefficient in the base aquitard leads to unapparent amplitude damping and significant phase lagging of the exit gradient induced by the artesian water head variation, which has detrimental effect on the seepage stability of excavation projects.

关键词

承压水头变化/基坑/出逸比降/弱透水层/突涌渗透破坏

Key words

artesian water head variation/excavation/exit gradient/aquitard/inrushing seepage damage

分类

建筑与水利

引用本文复制引用

章丽莎,应宏伟,谢康和,王小刚,朱成伟..动态承压水作用下深基坑底部弱透水层的出逸比降解析研究[J].岩土工程学报,2017,39(2):295-300,6.

基金项目

国家自然科学基金项目(51278462,51278453,51678523) (51278462,51278453,51678523)

国家自然科学基金重点项目(51338009) (51338009)

教育部高校博士点专项科研基金项目(20120101110029) (20120101110029)

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

访问量0
|
下载量0
段落导航相关论文