Simplified Procedure for Coupled Seismic Sliding Movement of Slopes Using Displacement-Based Critical Acceleration-Reference-Cited by-同舟云学术

Simplified Procedure for Coupled Seismic Sliding Movement of Slopes Using Displacement-Based Critical Acceleration

Published:2016-08 Issue:4 Volume:16 Page:04015101
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jafarian Yaser¹,Lashgari Ali²

Affiliation:

1. Assistant Professor, Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, 1953714453 Tehran, Iran (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, Semnan Univ., 3513119111 Semnan City, Iran; Formerly, Graduate Student, Department of Civil Engineering, Semnan Univ., 3513119111 Semnan City, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000578

Reference35 articles.

1. Abe K. et al. (2012). “Numerical simulation of landslides after slope failure using MPM with SYS Cam-clay model in shaking table tests.” Proc. 15th World Conf. on Earthquake Eng. International Association for Earthquake Engineering Lisbon Portugal.

2. Earthquake-induced ground displacements

3. Upper-bound solution for seismic bearing capacity of shallow foundations near slopes

4. Decoupled Solution for Seismic Permanent Displacement of Earth Slopes Using Deformation-Dependent Yield Acceleration

5. Baziar M. H. and Jafarian Y. (2006). “Assessment of earth dams displacement during earthquake using Newmark and decoupled approaches.” Proc. 1st European Conf. on Earthquake Eng. and Seismology Geneva.

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