System reliability analysis for anchor-stabilised slopes considering stochastic corrosion of anchors
L Li, RY Liang, H Liu - Structure and Infrastructure Engineering, 2015 - Taylor & Francis
In this paper, a methodology using Monte Carlo simulation method was developed in
conjunction with the modified limiting equilibrium method of slices. Additionally, the time …
conjunction with the modified limiting equilibrium method of slices. Additionally, the time …
Quantifying the non-normality of shear strength of geomaterials
XZ Wu - European Journal of Environmental and Civil …, 2020 - Taylor & Francis
Geotechnical shear strength variables generally include the cohesion and angle of internal
friction based upon the Mohr-Coulomb failure criterion. In this study, the non-normality of a …
friction based upon the Mohr-Coulomb failure criterion. In this study, the non-normality of a …
Performance based design of laterally loaded drilled shafts.
Reliability-based design of deep foundations such as drilled shafts has been increasingly
important due to the heightened awareness of the importance of risk management. The load …
important due to the heightened awareness of the importance of risk management. The load …
Probabilistic approaches for ultimate resistance of drilled shafts in sands considering spatial variability
In this paper, existing probabilistic approaches for determining the ultimate resistance of
drilled shafts in sands considering the spatial variability of soil properties are evaluated and …
drilled shafts in sands considering the spatial variability of soil properties are evaluated and …
[图书][B] Performance based design of deep foundations in spatially varying soils
H Fan - 2013 - search.proquest.com
With the implementation of load and resistance factor design (LRFD) by the US Federal
Highway Administration, the design of deep foundations is migrating from Level I (eg …
Highway Administration, the design of deep foundations is migrating from Level I (eg …