对“考虑渗透性的水–土压力计算方法”讨论的答复

徐日庆; 张庆贺; 刘鑫; 廖斌

对“考虑渗透性的水–土压力计算方法”讨论的答复 English Version

(1. 浙江大学岩土工程研究所，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；3. 西安市第二市政工程公司，陕西西安 710054）

详细信息

作者简介:
徐日庆(1962– )，男，浙江金华人，博士，教授，博士生导师，主要从事地基处理及土压力理论等方面的研究和教学工作。E-mail: xurq@zju.edu.cn

中图分类号: TU432
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出版历程
- 修回日期: 2011-02-22
- 发布日期: 2012-12-19

Reply to discussion on “Methods for calculating soil-water pressure considering permeability”

1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 2. Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University, Hangzhou 310058, China, 3. Xi'an Second municipal Engineering Company, Xi'an 710054, China

摘要

摘要: 感谢王洪新博士对“考虑渗透性的水–土压力计算方法”的关注和讨论，现就相关问题进行回复。水–土压力的计算是地下工程设计计算的先决条件，长期以来受到学术界和工程界的重视，也曾引起热烈的讨论[1-5]。许多专家和学者做了卓有成效的工作[6-8]，也包括王博士的工作。众所周知，水–土压力的合算和分算对应的是两个特殊的土质情况，在实际工程中符合这两种情况的极为罕见。因此探索在两个特殊情况之间的较符合实际情况的水土压力计算方法，便成为大家的研究目标。

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参考文献(9)

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