Applying modified discontinuous deformation analysis to assess the dynamic response of sites containing discontinuities

Author:

Peng Xinyan,Yu Pengcheng,Zhang Yingbin,Chen Guangqi

Funder

National Natural Science Foundation of China

Science & Technology Department of Sichuan Province

China Scholarship Council

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference39 articles.

1. Trampoline effect in extreme ground motion;Aoi;Science,2008

2. A new viscous boundary condition in the two-dimensional discontinuous deformation analysis method for wave propagation problems;Bao;Rock Mech. Rock. Eng.,2012

3. Site response analysis with two-dimensional numerical discontinuous deformation analysis method;Bao;Earthq. Eng. Struct. Dyn.,2014

4. Effects of multiple parallel fractures on apparent attenuation of stress waves in rock masses;Cai;Int. J. Rock Mech. Min. Sci.,2000

5. Handbook on Engineering Geology;Chang,2007

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