| whzme1984 |
2011-08-04 09:20 |
毕业了，经典教材专著大放送！Slope Stability Analysis and Stabilization
Slope Stability Analysis and Stabilization( Y.M. Cheng and C.K. Lau 2008)
1 Introduction 1
1.1 Introduction 1
1.2 Background 1
1.3 Closed-form solution-s 3
1.4 Engineering judgement 4
1.5 Ground model 4
1.6 The status quo 5
1.7 Ground investigation 7
1.8 Design parameters 8
1.9 Groundwater regime 8
1.10 Design methodology 9
1.11 Case histories 9
2 Slope stability analysis methods 15
2.1 Introduction 15
2.2 Slope stability analysis – limit equilibrium method 17
2.3 Miscellaneous con-sideration on slope stability analysis 36
2.4 Limit analysis 46
2.5 Rigid element 51
2.6 Design figures and tables 62
2.7 Method based on the variational principle or extremum
principle 67
2.8 Upper and lower bounds to the factor of safety and f(x) by the lower bound method 71
2.9 Finite element method 74
2.10 Distinct element method 78
3 Location of critical failure surface, convergence and other problems 81
3.1 Difficulties in locating the critical failure surface 81
3.2 Generation of the trial failure surface 85
3.3 Global optimization methods 90
3.4 Verification of the global minimization algorithm 104
3.5 Presence of a Dirac function 107
3.6 Numerical studies of the efficiency and effectiveness of various optimization algorithms 109
3.7 Sensitivity of the global optimization parameters on the performance of the global optimization method 117
3.8 Convexity of critical failure surface 120
3.9 Lateral earth pressure determination 121
3.10 Convergence 124
3.11 Importance of the methods of analysis 136
4 Discussion-s on limit equilibrium and finite element methods for slope stability analysis 138
4.1 Comparison-s of the SRM and LEM 138
4.2 Stability analysis for a simple and homogeneous soil slope using the LEM and SRM 139
4.3 Stability analysis of a slope with a soft band 144
4.4 Local minimum in the LEM 148
4.5 Discussion and conclusion 151
5 Three-dimensional slope stability analysis 155
5.1 Limitation-s of the classical limit equilibrium methods – sliding direction and transverse load 155
5.2 New formulation for 3D slope stability analysis – Bishop, Janbu simplified and Morgenstern–Price by Cheng 158
5.3 3D limit analysis 185
5.4 Location of the general critical non-spherical 3D failure surface 188
5.5 Case studies in 3D limit equilibrium global optimization analysis 196
5.6 Effect of curvature on the FOS 204
6 Site implementation of some new stabilization measures 206
6.1 Introduction 206
6.2 The FRP nail 208
6.3 Drainage 213
6.4 Con-struction difficulties 213
Appendix 214
References 225
Index 238
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，应该不错，下来看看
，不过还是要感谢楼主的分享