Journal article

Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay

K Lim, AV Lyamin, MJ Cassidy, AJ Li

International Journal of Geomechanics | ASCE-AMER SOC CIVIL ENGINEERS | Published : 2016

DOI: 10.1061/(ASCE)GM.1943-5622.0000526

University of Melbourne Researchers

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Keywords

Landslide
Bound Limit Analysis
Stability Number
Bearing Capacity
Engineering
Landslides
Soft Clay
Limit Equilibrium Methods
Rock
Factor of Safety
Soil Slopes
Science & Technology
Soil Fill
Brown Failure Criterion
Reinforced Embankments
Engineering, Geological
Technology
Finite-Element-Method
Loaded Slopes