Semiempirical Approach for Estimation of DDC-Induced Deflections of Sheet Pile Walls in Peat-Reference-Cited by-同舟云学术

Semiempirical Approach for Estimation of DDC-Induced Deflections of Sheet Pile Walls in Peat

Published:2010-02 Issue:1 Volume:24 Page:87-95
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Tan Yong¹²³,Lu Ye¹²³,Peng Fangle¹²³

Affiliation:

1. Lecturer, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, People’s Republic of China (corresponding author).

2. Ph.D. Student, School of Civil and Environmental Engineering, Georgia Institute of Technology, 210 Technology Cir., Savannah, GA 31407.

3. Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000059

Reference21 articles.

1. Displacement Flexibility Number for Multipropped Retaining Wall Design

2. Blum H. (1931). “Einspannungsverhaltnisse bei Bohlwerken und deren verenfachete Berechnung mit Hilfe von ideeller und stellvertretender Belastung.” Ph.D. thesis Technische Hochschule Carolo Wilhelmina zu Braunschweig Braunschweig Germany.

3. Installation effects and the performance of bored piles in stiff clay;Clayton C. R. I.;Ground Eng.,1983

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