[HTML][HTML] 有限元强度折减系数法计算土坡稳定安全系数的精度研究
张鲁渝， 郑颖人， 赵尚毅， 时卫民 - 水利学报, 2003 - jhe.ches.org.cn
有限元强度折减系数法在边坡稳定分析中的应用正逐渐受到人们的重视. 本文较为全面地分析了
土体屈服准则的种类, 有限元法自身计算精度以及H (坡高), β (坡角), C (粘聚力), Φ (摩擦角) …
土体屈服准则的种类, 有限元法自身计算精度以及H (坡高), β (坡角), C (粘聚力), Φ (摩擦角) …
[图书][B] Slope stability analysis and stabilization: new methods and insight
YM Cheng, CK Lau - 2008 - taylorfrancis.com
A number of methods currently exist for the analysis and design of slopes. This book
provides a critical review of these and offers several more appropriate approaches for …
provides a critical review of these and offers several more appropriate approaches for …
Geotechnical stability analysis
SW Sloan - Géotechnique, 2013 - icevirtuallibrary.com
This paper describes recent advances in stability analysis that combine the limit theorems of
classical plasticity with finite elements to give rigorous upper and lower bounds on the …
classical plasticity with finite elements to give rigorous upper and lower bounds on the …
Slope stability analysis by finite elements
DV Griffiths, PA Lane - Geotechnique, 1999 - icevirtuallibrary.com
The majority of slope stability analyses performed in practice still use traditional limit
equilibrium approaches involving methods of slices that have remained essentially …
equilibrium approaches involving methods of slices that have remained essentially …
[图书][B] Rock slope engineering
DC Wyllie, C Mah - 2017 - books.google.com
The stability of rock slopes is an important issue in both civil and mining engineering. On
civil projects, rock cuts must be safe from rock falls and large-scale slope instability during …
civil projects, rock cuts must be safe from rock falls and large-scale slope instability during …
Slope stability analysis by strength reduction
EM Dawson, WH Roth, A Drescher - Geotechnique, 1999 - icevirtuallibrary.com
THE EXPLICIT FINITE DIFFERENCE METHOD Factors of safety are computed using the
explicit±finite±difference code, FLAC (Itasca Consult-ing Group, 1995). For given element …
explicit±finite±difference code, FLAC (Itasca Consult-ing Group, 1995). For given element …
Guidelines for open pit slope design
J Read, P Stacey - 2009 - ebooks.publish.csiro.au
Guidelines for Open Pit Slope Design is a comprehensive account of the open pit slope
design process. Created as an outcome of the Large Open Pit (LOP) project, an international …
design process. Created as an outcome of the Large Open Pit (LOP) project, an international …
Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods
YM Cheng, T Lansivaara, WB Wei - Computers and geotechnics, 2007 - Elsevier
In this paper, the factors of safety and the locations of critical failure surfaces obtained by the
limit equilibrium method and strength reduction method are compared for various slopes …
limit equilibrium method and strength reduction method are compared for various slopes …
[图书][B] Nonlinear analysis in soil mechanics
WF Chen, E Mizuno - 1990 - webapps.unitn.it
NONLINEAR ANALYSIS IN SOIL MECHANICS Page 1 DEVELOPMENTS IN
GEOTECHNICAL ENGINEERING 53 NONLINEAR ANALYSIS IN SOIL MECHANICS Theory …
GEOTECHNICAL ENGINEERING 53 NONLINEAR ANALYSIS IN SOIL MECHANICS Theory …