Passive resistance of soft clay in deep excavations

被引：0
|
作者：
Tamano, T. [1 ]
Nguyen, H. Q. [1 ]
Kanaoka, M. [1 ]
Matsuzawa, H. [2 ]
Mizutani, S. [3 ]
机构：
[1] Osaka Sangyo Univ, Osaka, Japan
[2] OYO Corp, Nagoya, Aichi, Japan
[3] Pacific Consultants Co Ltd, Osaka, Japan
来源：
GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND | 2006年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents investigations on passive resistance of soft clays in vertical stress-relief condition of deep excavations using an intensive numerical experiment in association with a physical experiment. Passive pressure behavior of soil is examined under effects of multi processes that are progressing simultaneously during the excavation process. Reliability and applicability of Rankine's theory of passive pressure are discussed.
引用
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页码：673 / +
页数：2
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