Deterministic and reliability-based design: veneer cover soil stability
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[1] Neil Dixon,et al. Distribution and variability of interface shear strength and derived parameters , 2007 .
[2] J. M. Duncan,et al. Factors of Safety and Reliability in Geotechnical Engineering , 2000 .
[3] J. F. Beech,et al. Stability of Geosynthetic-Soil Layered Systems on Slopes , 1995 .
[4] G B Baecher,et al. Geotechnical Risk Analysis User's Guide , 1987 .
[5] Robert M. Koerner,et al. Stability and tension considerations regarding cover soils on geomembrane lined slopes , 1991 .
[6] G N Smith. PROBABILITY THEORY IN GEOTECHNICS - AN INTRODUCTION , 1981 .
[7] D. R. V. Jones,et al. Interface shear strength variability and its use in reliability-based landfill stability analysis , 2006 .
[8] J. P. Giroud,et al. Reliability of state of practice for selection of shear strength parameters for waste containment system stability analyses , 2002 .
[9] Robert M. Koerner,et al. Analysis and design of veneer cover soils , 2005 .
[10] Hung-Ing Sia. Landfill lining engineering designs: a probabilistic approach , 2007 .
[11] Malcolm D. Bolton. LIMIT STATE DESIGN IN GEOTECHNICAL ENGINEERING , 1981 .