Slope Stability by the Limit Equilibrium Method (pp.32–35)
Overview of effective-stress LEM procedures with worked examples.
This library brings together respected third-party papers, reports, and reference material on slope stability. Each entry includes a short summary and a link to the original source so you can explore the full publication.
Overview of effective-stress LEM procedures with worked examples.
Practical reference on shear strength of soils and its application to the stability of natural and engineered slopes, embankments and earth dams. Duncan, Wright and Brandon explain drained and undrained strength, effective stress, stress–strain behaviour and selection of design parameters,…
Updated textbook on geotechnical earthquake engineering that covers seismology, strong ground motion, site response and dynamic soil behaviour, leading into seismic design of foundations, retaining structures and slopes. Kramer presents performance-based earthquake engineering concepts, probabilistic hazard assessment and practical procedures…
Comprehensive guide to investigation, design and remediation of civil rock slopes, including cuttings, highway and railway slopes, benches and natural rock faces. Wyllie updates the classic Hoek and Bray text with new material on weathered rock, shear strength in relation…
Specialist reference on rock fall processes, hazard assessment and mitigation measures for transport corridors, infrastructure and slopes. Wyllie describes causes of rock falls, including geology, climate and topography, and presents detailed case histories on rock fall trajectories, impact energies and…
Comprehensive guideline developed under the Large Open Pit (LOP) project that documents the full open pit slope design process from project scoping through operation and closure. Read and Stacey integrate contributions from many authors on geology, rock mass characterisation, hydrology,…
Companion volume to the main LOP guideline that focuses on open pit slope design in weak and weathered rocks such as saprolites, altered volcanics and weak sedimentary sequences. Martin and Stacey present guidance on geological and geotechnical models for weak…
Extensive reference on both analysis and remediation of unstable slopes in soil and rock, integrating geotechnical investigation, limit equilibrium and numerical analysis with design of stabilisation measures. Abramson, Lee, Sharma and Boyce cover general slope stability concepts, common modes of…
Advanced treatment of the physical and physico-chemical behaviour of soils, covering soil composition, fabric, water–soil interactions, consolidation, creep, cyclic behaviour and critical state concepts. Mitchell, Soga and O’Sullivan emphasise microstructure and the links between soil fabric and macroscopic properties used…
Comprehensive introduction to rock mechanics, covering intact rock properties, rock mass classification, stress and deformation, fracture mechanics and discontinuities, with direct implications for slope stability, tunnelling and foundations. Goodman develops the fundamental physics of rock behaviour and links laboratory data…
Back-analysis of the 1981 San Luis Dam slide using LEM and FEM.
A full forensic back-analysis of the Carsington Dam failure with LEM and SSR FEM.
PhD thesis proposing an acceptability-criteria framework for seismic slope design, including procedures to locate the critical slip surface under earthquake loading.
The thesis investigates Jabiru failures, hydraulic conductivity variability, rainfall intensity–duration–antecedent patterns, and develops a screening tool for predicting landslides.
Analyses 3D seismic displacement mechanisms and differences from 2D Newmark approaches.
Introduces Bishop’s slip-circle method, an efficient and widely used circular limit-equilibrium technique including pore pressures via effective stress.
Reyes, Garma and Parra present a 3D limit-equilibrium analysis of a mine waste dump, comparing results to traditional 2D sections. The study demonstrates that 3D geometry significantly affects safety factors and failure mechanisms, particularly for nonuniform waste properties and topography.
3D continuum modelling of circular dams, highlighting stress redistribution and stability implications.
Shows that 3D slopes have a unique sliding direction not captured by 2D analysis.
Analysis of steep slopes in cemented sands.