Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes
作者： Dian-Qing Li , Xiao-Hui Qi , Kok-Kwang Phoon , Li-Min Zhang , Chuang-Bing Zhou
DOI: 10.1016/J.STRUSAFE.2013.08.005
关键词: Slip line 、 Random field 、 Geotechnical engineering 、 Slip (materials science) 、 Geology 、 Spatial variability 、 Friction angle 、 Slope stability 、 Random field theory 、 Shear strength (soil)
摘要: This paper studies the reliability of infinite slopes in presence spatially variable shear strength parameters that increase linearly with depth. The mean trend increasing depth is highlighted. spatial variability undrained and friction angle modeled using random field theory. Infinite slope examples are presented to investigate effect on critical slip line probability failure. results indicate has a significant influence clay reliability. failure will be overestimated if underlying ignored. possibility lines occurring at bottom decreases considerably when considered. considerable distribution depths sandy slopes. most likely only lies under special case constant trend.
core.ac.uk
sci-hub.se 参考文章(41)
Pinnaduwa HSW Kulatilake, Jeong-Gi Um, Spatial variation of cone tip resistance for the clay site at Texas A&M University Geotechnical and Geological Engineering. ,vol. 21, pp. 149- 165 ,(2003) , 10.1023/A:1023526614301
Paolo Canuti, Nicola Casagli, Riccardo Fanti, Slope Instability Conditions in the Archaeological Site of Tharros (Western Sardinia, Italy) Springer, Berlin, Heidelberg. pp. 187- 195 ,(2005) , 10.1007/3-540-28680-2_23
Tonglu Li, Changliang Zhang, Ping Xu, Ping Li, Stability Assessment and Stabilizing Approaches for the Majiagou Landslide, Undergoing the Effects of Water Level Fluctuation in the Three Gorges Reservoir Area Environmental Science and Engineering. pp. 331- 352 ,(2009) , 10.1007/978-3-642-00132-1_14
Rodrigo Salgado, Kevin Christopher Foye, Grace G Abou-Jaoude, Limit States Design (LSD) for Shallow and Deep Foundations ,(2004)
Dianqing Li, Yifeng Chen, Wenbo Lu, Chuangbing Zhou, Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variables Computers and Geotechnics. ,vol. 38, pp. 58- 68 ,(2011) , 10.1016/J.COMPGEO.2010.10.006
C. Cherubini, G. Vessia, Reliability-based pile design in sandy soils by CPT measurements Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. ,vol. 4, pp. 2- 12 ,(2010) , 10.1080/17499510902798156
J. Ji, H.J. Liao, B.K. Low, Modeling 2-D spatial variation in slope reliability analysis using interpolated autocorrelations Computers and Geotechnics. ,vol. 40, pp. 135- 146 ,(2012) , 10.1016/J.COMPGEO.2011.11.002
Erik Vanmarcke, Random fields, analysis and synthesis ,(1983)
V. K. Singh, S. G. Chung, Shear Strength Evaluation of Lower Sand in Nakdong River Delta Marine Georesources & Geotechnology. ,vol. 31, pp. 107- 124 ,(2013) , 10.1080/1064119X.2012.669813
Harianto Rahardjo, Alfrendo Satyanaga, Eng-Choon Leong, Yew Song Ng, Henry Tam Cheuk Pang, Variability of residual soil properties Engineering Geology. ,vol. 141, pp. 124- 140 ,(2012) , 10.1016/J.ENGGEO.2012.05.009