3-D Elasto-Plastic SEM Approach for Pseudo-Static Seismic Slope Stability Charts for Natural Slopes
暂无分享,去创建一个
[1] P. Gosselet,et al. Non-overlapping domain decomposition methods in structural mechanics , 2006, 1208.4209.
[2] J. Nemson,et al. Shear Resistance Enhancement of 1.22‐Meter Diameter Soil Cross Sections by Pine and Alfalfa Roots , 1983 .
[3] A. Drescher,et al. Slope stability analysis by strength reduction , 1999 .
[4] Jing Xi Chen,et al. Slope Stability Analysis by Strength Reduction Elasto-Plastic FEM , 2007 .
[5] Roland Martin,et al. Application of an elastoplastic spectral‐element method to 3D slope stability analysis , 2012 .
[6] L. J. Waldron,et al. The shear resistance of root-permeated homogeneous and stratified soil. , 1977 .
[7] D. N. Swanston,et al. Analysis of a small debris slide in coastal Alaska , 1982 .
[8] R. Baker,et al. A SECOND LOOK AT TAYLOR'S STABILITY CHART , 2003 .
[9] Tamotsu Matsui,et al. Finite element slope stability analysis by shear strength reduction technique , 1992 .
[10] Timothy J. Tautges,et al. The generation of hexahedral meshes for assembly geometry: survey and progress , 2001 .
[11] M. Budhu. Soil Mechanics and Foundations , 2000 .
[12] Mary M. Riestenberg,et al. The role of woody vegetation in stabilizing slopes in the Cincinnati area, Ohio , 1983 .
[13] Radoslaw L. Michalowski,et al. Stability Charts for Uniform Slopes , 2002 .
[14] M. J. Chadwick,et al. Bioengineering for Land Reclamation and Conservation , 1980 .
[15] Géza Seriani,et al. 3-D large-scale wave propagation modeling by spectral element method on Cray T3E multiprocessor , 1998 .
[16] A. Patera. A spectral element method for fluid dynamics: Laminar flow in a channel expansion , 1984 .
[17] Jason F. Shepherd,et al. Hexahedral mesh generation constraints , 2008, Engineering with Computers.
[18] Ping Cao,et al. Simulation analysis on three-dimensional slope failure under different conditions , 2011 .
[19] Musharraf Zaman,et al. Consolidation settlement of bridge approach foundation , 1991 .
[20] Tien H. Wu,et al. STUDY OF SOIL-ROOT INTERACTION , 1988 .
[21] N. Coppin,et al. Use of Vegetation in Civil Engineering , 1990 .
[22] Jeroen Tromp,et al. Spectral-element and adjoint methods in seismology , 2008 .
[23] S. Kramer. Geotechnical Earthquake Engineering , 1996 .
[24] Fred H. Kulhawy,et al. Manual on estimating soil properties for foundation design , 1990 .
[25] D. V. Griffiths,et al. Three-dimensional slope stability analysis by elasto-plastic finite elements , 2007 .
[26] Alexia Stokes,et al. Root reinforcement in plantations of Cryptomeria japonica D. Don: effect of tree age and stand structure on slope stability , 2008 .
[27] Francesca Rapetti,et al. Spectral Element Methods on Unstructured Meshes: Comparisons and Recent Advances , 2006, J. Sci. Comput..
[28] D. Komatitsch,et al. Introduction to the spectral element method for three-dimensional seismic wave propagation , 1999 .
[29] Maosong Huang,et al. Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage , 2009 .
[30] Radoslaw L. Michalowski,et al. Stability Charts for 3D Failures of Steep Slopes Subjected to Seismic Excitation , 2011 .
[31] David Penny,et al. Root strength in some Populus and Salix clones , 1975 .
[32] Zuyu Chen,et al. A simplified method for 3D slope stability analysis , 2003 .
[33] Jonathan T. H. Wu,et al. TENSILE REINFORCEMENT EFFECTS ON BRIDGE-APPROACH SETTLEMENT , 1993 .
[34] Rafael Baker,et al. Stability charts for pseudo-static slope stability analysis , 2006 .
[35] D. Komatitsch,et al. Spectral-element simulations of global seismic wave propagation—I. Validation , 2002 .
[36] Kenneth Gavin,et al. Design Charts for the Stability Analysis of Unsaturated Soil Slopes , 2009 .
[37] K. Terzaghi,et al. Mechanism of Landslides , 1950 .
[38] Ivo Babuška,et al. The p - and h-p version of the finite element method, an overview , 1990 .
[39] Tien H. Wu,et al. In‐Situ Shear Test of Soil‐Root Systems , 1988 .
[40] Jean Roman,et al. SCOTCH: A Software Package for Static Mapping by Dual Recursive Bipartitioning of Process and Architecture Graphs , 1996, HPCN Europe.
[41] Bruce Abernethy,et al. The distribution and strength of riparian tree roots in relation to riverbank reinforcement , 2001 .
[42] P. Buchanan,et al. Factors controlling debris avalanche initiation , 1990 .
[43] Ryuichi Yatabe,et al. New numerical scheme in the finite-element method for evaluating the root-reinforcement effect on soil slope stability , 2013 .
[44] W. B. Wei,et al. Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods , 2009 .
[45] T. Wu,et al. Strength of tree roots and landslides on Prince of Wales Island, Alaska , 1979 .
[46] Beth A. Wingate,et al. A generalized diagonal mass matrix spectral element method for non-quadrilateral elements , 2000 .
[47] Donald H. Gray,et al. Biotechnical and Soil Bioengineering Slope Stabilization: A Practical Guide for Erosion Control , 1996 .
[48] L. Waldron,et al. SOIL REINFORCEMENT BY ROOTS: CALCULATION OF INCREASED SOIL SHEAR RESISTANCE FROM ROOT PROPERTIES , 1981 .
[49] Radoslaw L. Michalowski,et al. Limit Analysis and Stability Charts for 3D Slope Failures , 2010 .
[50] Dov Leshchinsky,et al. Pseudostatic seismic stability of slopes: Design Charts , 1994 .