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

Landslides
Reinforced Embankments
Stability Number
Engineering
Landslide
Factor of Safety
Bearing Capacity
Bound Limit Analysis
Theorem
Technology
Limit Equilibrium Methods
Soil Fill
Engineering, Geological
Science & Technology