Analytical Solution for Radial Displacement–Dependent Earth Pressure Acting on Underwater Rock-Socketed Circular Diaphragm Walls

Author:

Zhang Jingwu1ORCID,Li Mingdong2,Yi Jinxiang3,Wu Di4,Chai Xinjun5ORCID

Affiliation:

1. Lecturer, School of Civil and Architectural Engineering, East China Univ. of Technology, Nanchang 330013, China; Jiangxi Transportation Institute Co., Ltd., Nanchang 330200, China (corresponding author). ORCID: .

2. Professor, School of Civil and Architectural Engineering, East China Univ. of Technology, Nanchang 330013, China.

3. Lecturer, School of Civil and Architectural Engineering, East China Univ. of Technology, Nanchang 330013, China.

4. Lecturer, School of Civil Engineering, Suzhou Univ. of Science and Technology, Suzhou 215011, China.

5. Professor, School of Civil and Architectural Engineering, East China Univ. of Technology, Nanchang 330013, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference56 articles.

1. Active Earth Pressure Behind Retaining Walls

2. Benmebarek, S., A. Meftah, and N. Benmebarek. 2013. “Numerical study of the earth pressure distribution on cylindrical shafts.” In Proc., Int. Symp. on Innovative Technologies in Engineering and Science, 283–292. Turkey: Sakarya University Congress and Culture Center.

3. Berezantzev, V. G. 1958. “Earth pressure on the cylindrical retaining walls.” In Proc., Conf. on Earth Pressure Problem, 21–27. Brussels, Belgium: International Society of Soil Mechanics and Foundation Engineering, Belgian Group.

4. Cylindrical excavations in clayey soils retained by jet grout walls: Numerical analysis and parametric study considering the influence of consolidation

5. Brinkgreve, R. B. J., and W. Broere. 2006. Waterman, D. PLAXIS version 8.5 manual. Rotterdam, Netherlands: A.A. Balkema.

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