Improved Calculation Method of Super-Long Pile in Deep Soft Soil Area-Reference-Cited by-同舟云学术

Improved Calculation Method of Super-Long Pile in Deep Soft Soil Area

Author:

Xu Xu¹,Wang Xueming²,Cai Chenyu³,Yao Wenjuan⁴

Affiliation:

1. Professor, Civil Engineering Dept., Univ. of Shanghai, No. 99, Shangda Road, Shanghai 200444, China (corresponding author).

2. Master Student, Civil Engineering Dept., Univ. of Shanghai, No. 99, Shangda Road, Shanghai 200444, China.

3. Master Student, Civil Engineering Dept., Univ. of Shanghai, No. 99, Shangda Road, Shanghai 200444 China.

4. Professor, Institute of Applied Mathematics and Mechanics, Univ. of Shanghai, No.149, Yanchang Road, Shanghai 200072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference18 articles.

2. Experimental study on the vertical bearing capacity of super-long bored pile in Shanghai soft soil area;Chen W.;Chin. J. Undergr. Space Eng.,2011

3. Finite element analysis of retaining wall behavior;Clough G. W.;J. Soil Mech. and Found. Div.,1971

4. Nonlinear analysis of stress and strain of soil;Duncan J. M.;J. Soil Mech. Found. Div.,1970

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