Bayesian back analysis of landslides considering slip surface

A Bayesian approach to develop simple run-out distance models: loess landslides in Heifangtai Terrace, Gansu Province, China

A Reliability Evaluation Method for Intermittent Jointed Rock Slope Based on Evolutionary Support Vector Machine

From probabilistic back analyses to probabilistic run-out predictions of landslides: A case study of Heifangtai terrace, Gansu Province, China - ScienceDirect

J. HUANG, Associate Professor, The University of Newcastle, Australia, Newcastle, Department of Civil Engineering

Limitations in the Back-Analysis of Strength from Failures

Frontiers System reliability analysis of landslides involving sliding surfaces using intelligent multiple response surfaces

Bayesian updating for one-dimensional consolidation measurements

Bayesian back analysis of landslides considering slip surface uncertainty

Finite element model of section A–A´ of the No.1 landslide

A Bayesian approach to develop simple run-out distance models: loess landslides in Heifangtai Terrace, Gansu Province, China

Reliability parameter back analysis of bedding rock slope with multi-layer slide surfaces

Bayesian back analysis of landslides considering slip surface uncertainty

A Bayesian approach to develop simple run-out distance models: loess landslides in Heifangtai Terrace, Gansu Province, China

A new uncertainty analysis method based on geostatistical simulation and a case study - ScienceDirect