Derivation of Shukla's generalized expression of seismic passive earth pressure on retaining walls with cohesive-frictional backfill by the inclined slice element method-Reference-Cited by-同舟云学术

Derivation of Shukla's generalized expression of seismic passive earth pressure on retaining walls with cohesive-frictional backfill by the inclined slice element method

Published:2018-11 Issue: Volume:114 Page:225-228
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Peng Junguo,Zhu Yanpeng,Zhou Yong

Funder

Ministry of Education Chang jiang Scholars Innovation Team

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference24 articles.

1. General theory of earth pressure;Okabe;J Jpn Soc Civil Eng,1926

2. Mononobe N, Matsuo H. On the determination of earth pressures during earthquakes. In: Proceedings of the world engineering congress, vol. 9, Tokyo, Japan,1929. p. 176.

3. Design of earth retaining structures for dynamic loads;Seed,1970

4. Geotechnical earthquake engineering;Kramer,2003

5. Principles of soil dynamics;Das,2010

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