Study on soil reinforcement param in deep foundation pit of marshland metro station

Author:

Wang Wei,Han ZhaoORCID,Deng Jun,Zhang Xinyuan,Zhang Yanfei

Funder

Hunan Natural Science Foundation, China

China Railway No.5 Engineering Group Co. Ltd

China Railway Tunnel Group Co., Ltd. Hangzhou Zizhi Tunnel Engineering Civil Engineering VI Project Management Department

Publisher

Elsevier BV

Subject

Multidisciplinary

Reference22 articles.

1. Basal stability for narrow foundation pit;Yu;J. Zhejiang Univ. Eng. Sci.,2017

2. Investigating the effect of soil models on deformations caused by braced excavations through an inverse analysis technique;Tanu;J. Comput. Geotech.,2010

3. Deep excavation induced ground surface movement characteristics-A numerical investigation;Yoo;J. Comput. Geosci.,2008

4. Basal-heave analysis of pit-in-pit braced excavations in soft clays;Sun;J. Comput. Geotech.,2017

5. Numerical simulation of steel sheet pile support structures in foundation pit excavation;Wang;Int. J. Geomech.,2019

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