C
Chuangbing Zhou
Researcher at Nanchang University
Publications - 191
Citations - 8153
Chuangbing Zhou is an academic researcher from Nanchang University. The author has contributed to research in topics: Slope stability & Finite element method. The author has an hindex of 41, co-authored 172 publications receiving 5787 citations. Previous affiliations of Chuangbing Zhou include Wuhan University.
Papers
More filters
Journal ArticleDOI
A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties
TL;DR: In this paper, a multiple response-surface method for slope reliability analysis considering spatially variable soil properties is proposed and the effect of theoretical autocorrelation functions (ACFs) on slope reliability is highlighted since the theoretical ACFs are often used to characterize the spatial variability of soil properties.
Journal ArticleDOI
Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method
TL;DR: In this paper, a non-intrusive stochastic finite element method for slope reliability analysis considering spatially variable shear strength parameters is proposed, which does not require the user to modify existing deterministic finite element codes, which provides a practical tool for analyzing slope reliability problems that require complex finite element analysis.
Journal ArticleDOI
Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variables
TL;DR: In this paper, a stochastic response surface method for reliability analysis involving correlated non-normal random variables, in which the Nataf transformation is adopted to effectively transform the correlated nonnormal variables into independent standard normal variables, is presented.
Journal ArticleDOI
Efficient System Reliability Analysis of Slope Stability in Spatially Variable Soils Using Monte Carlo Simulation
TL;DR: In this paper, a Monte Carlo simulation (MCS) based approach for efficient evaluation of the system failure probability P f, s of slope stability in spatially variable soils is presented.
Journal ArticleDOI
A deep learning algorithm using a fully connected sparse autoencoder neural network for landslide susceptibility prediction
TL;DR: The asymmetric and unsupervised FC-SAE can extract optimal non-linear features from environmental factors successfully, outperforms some conventional machine learning methods, and is promising for LSP.