KT Law

Prediction of undrained shear strength using extreme gradient boosting and random forest based on Bayesian optimization

Landslide displacement prediction based on multivariate chaotic model and extreme learning machine

Soil Behaviour and Critical State Soil Mechanics

Landslide displacement prediction based on variational mode decomposition and WA-GWO-BP model

Mine tailings dams: Characteristics, failure, environmental impacts, and remediation

Landslide displacement prediction using discrete wavelet transform and extreme learning machine based on chaos theory

The behaviour of embankments on clay foundations

Estimation of rainfall-induced landslides using ANN and fuzzy clustering methods: A case study in Saeen Slope, Azerbaijan province, Iran

Evidence for an earthquake-triggered basin collapse in Saguenay Fjord, Canada

Modeling parameters of structured clays as a multivariate normal distribution

Transformations and correlations among some clay parameters — the global database

Ensemble Prediction Algorithm of Anomaly Monitoring Based on Big Data Analysis Platform of Open‐Pit Mine Slope

State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes

Stress–strain behaviour of a loosely compacted volcanic-derived soil and its significance to rainfall-induced fill slope failures

Discrete Element Method for Slope Stability Analysis

Landslide risk assessment and management: an overview

Modeling piezocone cone penetration (CPTU) parameters of clays as a multivariate normal distribution

Discrete particle simulation of particulate systems: A review of major applications and findings

The physical character of subaqueous sedimentary density flows and their deposits

Static liquefaction as a possible explanation for the Merriespruit tailings dam failure

The interpretation of in situ soil tests

Discussion: Preconsolidaton pressure from piezocone tests in marine clay

Settlement analysis of the Gloucester test fill

Liquefaction and ground failure induced by the 1988 Saguenay, Quebec, earthquake

A review of landslide problems and mitigation measures in Chongqing and Hong Kong:

Advanced triaxial testing of soil and rock

Comparison of undrained shear strength results obtained by different test methods in soft clays

The chaotic characteristics of landslide evolution: a case study of Xintan landslide

A method of estimating excess pore pressures beneath embankments on sensitive clays

Preconsolidation pressure from piezocone tests in marine clays

A limit equilibrium analysis of progressive failure in the stability of slopes

Triaxial-vane tests on a soft marine clay

Undrained shear strength from piezocone tests