Finite element analysis of steep excavation slope failure by CFS theory-Reference-Cited by-同舟云学术

Finite element analysis of steep excavation slope failure by CFS theory

Published:2012-04 Issue:2 Volume:25 Page:177-185
ISSN:1674-4519
Container-title:Earthquake Science
language:en
Short-container-title:Earthq Sci

Author:

Cheng Huihong,Zhang Huai,Zhu Bojing,Shi Yaolin

Publisher

Earthquake Science

Subject

Geology,Geophysics,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11589-012-0844-4

Reference36 articles.

1. Freed A M and Lin J (2001). Delayed triggering of the 1999 Hector Mine earthquake by viscoelastic stress transfer. Nature411: 180–183.

2. Ge S M, Liu M, Lu N, Godt J W and Luo G (2009). Did the Zipingpu Reservoir trigger the 2008 Wenchuan earthquake? Geophys Res Lett36: 1–5.

3. Griffiths D V and Lane P A (1999). Slope stability analysis by finite elements. Geotechnique49(3): 387–403.

4. Hariri M E and Bilek S L (2011). Stress changes and aftershock distribution of the 1994 and 2006 Java subduction zone earthquake sequences. J Geophys Res116: B06306.

5. He T, Li S Y, Zhang H K, Zhao T L and Qian F Y (2011). Coulomb failure stress change in slip weakening model and remote triggering of earthquakes. Acta Seismologica Sinica32(2): 165–186 (in Chinese with English abstract).

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