Numerical modelling study of the load sharing law of anti-sliding piles based on the soil arching effect for Erliban landslide, China

Numerical methods for determining strongest cantilever beam with constant volume

(2011) Byoung Koo Lee et al.   KSCE Journal of Civil Engineering

Strength reduction analysis for slope reinforced with one row of piles

(2009) W.B. Wei et al.   COMPUTERS AND GEOTECHNICS

Landslide simulation by a geotechnical model combined with a model for apparent friction change

(2009) Fawu Wang et al.   PHYSICS AND CHEMISTRY OF THE EARTH

Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods

(2008) W.B. Wei et al.   COMPUTERS AND GEOTECHNICS

A new back analysis of strength parameters from single slips

(2007) Jing-Cai Jiang et al.   COMPUTERS AND GEOTECHNICS

Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow

(2007) R. Uzuoka et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING