A novel procedure for 3D slope stability analysis: lower bound limit analysis coupled with block element method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10064-019-01657-1.pdf
Reference40 articles.
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2. Chang M (2002) A 3D slope stability analysis method assuming parallel lines of intersection and differential straining block contacts. Can Geotech J 39(4):799–811
3. Chen Z, Wang X, Haberfield C, Yin JH, Wang Y (2001) A three-dimensional slope stability analysis method using the upper bound theorem: part I: theory and methods. Int J Rock Mech Min 38(3):369–378
4. Chen SH, Shahrour I, Egger P, Wang WM (2002) Elasto-viscoplastic block element method and its application to arch dam abutment slopes. Rock Mech Rock Eng 35(3):171–193
5. Chen Z, Mi H, Zhang F, Wang X (2003a) A simplified method for 3D slope stability analysis. Can Geotech J 40(3):675–683
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