Investigations of Silty Soil Slopes under Unsaturated Conditions Based on Strength Reduction Finite Element and Limit Analysis

Factors and Failure Patterns Analysis for Undrained Seismic Bearing Capacity of Strip Footing Above Void

(2021) Mohammad Sadegh Es-haghi et al.   International Journal of Geomechanics

Use of Evolutionary Computation to Improve Rock Slope Back Analysis

(2020) An-Jui Li et al.   Applied Sciences-Basel

Deformation characteristics of unstable shallow slopes triggered by rainfall infiltration

(2020) Kuo-Hsin Yang et al.   Bulletin of Engineering Geology and the Environment

Numerical Analysis of Unsaturated Soil Slopes under Rainfall Infiltration Based on the Modified Glasgow Coupled Model

(2020) Guoqing Cai et al.   Advances in Civil Engineering

Seismic Slope Stability Evaluation Considering Rock Mass Disturbance Varying in the Slope

(2019) An-Jui Li et al.   KSCE Journal of Civil Engineering

Failure Mechanism and Factor of Safety for Spatially Variable Undrained Soil Slope

(2019) Liang Li et al.   Advances in Civil Engineering

Investigation of dilatancy angle effects on slope stability using the 3D finite element method strength reduction technique

(2019) Horn-Da Lin et al.   COMPUTERS AND GEOTECHNICS

The bearing capacity and failure mechanism of a vertically loaded strip footing placed on the top of slopes

(2018) Haizuo Zhou et al.   COMPUTERS AND GEOTECHNICS

Effective 2D and 3D crack propagation with local mesh refinement and the screened Poisson equation

(2018) P. Areias et al.   ENGINEERING FRACTURE MECHANICS

Model for Predicting Resilient Modulus of Unsaturated Subgrade Soils in South China

(2018) Yongsheng Yao et al.   KSCE Journal of Civil Engineering

Stability Analysis of Vegetated Residual Soil Slope under Rainfall Conditions

(2018) Thanh Son Nguyen et al.   Environmental Geotechnics

Coupled hydro-mechanical analysis of two unstable unsaturated slopes subject to rainfall infiltration

(2017) Kuo-Hsin Yang et al.   ENGINEERING GEOLOGY

Steiner-point free edge cutting of tetrahedral meshes with applications in fracture

(2017) P. Areias et al.   FINITE ELEMENTS IN ANALYSIS AND DESIGN

Shallow Sliding Failure Prediction Model of Expansive Soil Slope based on Gaussian Process Theory and Its Engineering Application

(2017) Peng He et al.   KSCE Journal of Civil Engineering

Slope-Stability Assessments Using Finite-Element Limit-Analysis Methods

(2017) K. Lim et al.   International Journal of Geomechanics

Dual-horizon peridynamics

(2016) Huilong Ren et al.   INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING

Back analysis method of homogeneous slope at critical state

(2016) Hang Lin et al.   KSCE Journal of Civil Engineering

A 2D integrated FEM model for surface water–groundwater flow of slopes under rainfall condition

(2016) Dong fang Tian et al.   Landslides

State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade Soils

(2016) Zhong Han et al.   International Journal of Geomechanics

Hydro-mechanical coupling effect on surficial layer stability of unsaturated expansive soil slopes

(2015) Shunchao Qi et al.   COMPUTERS AND GEOTECHNICS

Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity

(2015) F. Tschuchnigg et al.   COMPUTERS AND GEOTECHNICS

Slope stability analysis under unsaturated conditions: Case studies of rainfall-induced failure of cut slopes

(2015) Seboong Oh et al.   ENGINEERING GEOLOGY

Comparison of finite-element limit analysis and strength reduction techniques

(2015) F. Tschuchnigg et al.   GEOTECHNIQUE

The evaluation of three-dimensional effects on slope stability by the strength reduction method

(2015) M. K. Kelesoglu   KSCE Journal of Civil Engineering

Modeling the unsaturated soil zone in slope stability analysis

(2014) L. L. Zhang et al.   CANADIAN GEOTECHNICAL JOURNAL

Failure analyses of a reinforced embankment by Strength Reduction and Limit Equilibrium Methods considering hardening of soft clay

(2014) Jianfeng Chen et al.   KSCE Journal of Civil Engineering

Resilient modulus of unsaturated subgrade soil: experimental and theoretical investigations

(2013) C.W.W. Ng et al.   CANADIAN GEOTECHNICAL JOURNAL

Stability charts for uniform slopes in soils with nonlinear failure envelopes

(2013) Hisham T. Eid   ENGINEERING GEOLOGY

Geotechnical stability analysis

(2013) S.W. SLOAN   GEOTECHNIQUE

Development of rainfall hazard envelope for unsaturated infinite slope

(2013) H. Shin et al.   KSCE Journal of Civil Engineering

Stability Charts for 3D Failures of Homogeneous Slopes

(2012) Yufeng Gao et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Stability of infinite slopes under transient partially saturated seepage conditions

(2012) Jonathan W. Godt et al.   WATER RESOURCES RESEARCH

Three-dimensional stability charts for slopes based on limit analysis methods

(2010) A. J. Li et al.   CANADIAN GEOTECHNICAL JOURNAL

A simple and robust three-dimensional cracking-particle method without enrichment

(2010) Timon Rabczuk et al.   COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING

Effect of suction on unconfined compressive strength in partly saturated soils

(2010) Jonggil Chae et al.   KSCE Journal of Civil Engineering

Using Pedotransfer Functions to Estimate the van Genuchten–Mualem Soil Hydraulic Properties: A Review

(2010) H. Vereecken et al.   VADOSE ZONE JOURNAL

A new back analysis of strength parameters from single slips

(2007) Jing-Cai Jiang et al.   COMPUTERS AND GEOTECHNICS