Related references
Note: Only part of the references are listed.Geotechnical and micro-structural characteristics of phyllite derived soil; implications for slope stability, Lesser Himalaya, Uttarakhand, India
T. Ansari et al.
CATENA (2021)
Rock slope stability charts based on limit equilibrium method incorporating Generalized Hoek-Brown strength criterion for static and seismic conditions
Vinay Kumar et al.
ENVIRONMENTAL EARTH SCIENCES (2021)
Rock slope stability evaluation using kinematic and kinetic methods along the Kamyaran-Marivan road, west of Iran
Mohsen Shariati et al.
JOURNAL OF MOUNTAIN SCIENCE (2021)
Limit Equilibrium Analysis Incorporating the Generalized Hoek-Brown Criterion
Youn-Kyou Lee et al.
ROCK MECHANICS AND ROCK ENGINEERING (2021)
A novel procedure for 3D slope stability analysis: lower bound limit analysis coupled with block element method
Jian-feng Zhou et al.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2020)
Static and seismic stability assessment of 3D slopes with cracks
Zheng-Wei Li et al.
ENGINEERING GEOLOGY (2020)
Estimation of rock mass properties in excavation damage zones of rock slopes based on the Hoek-Brown criterion and acoustic testing
Jianhua Yang et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2020)
Limit-Equilibrium Analysis of Stability of Footwall Slope with Respect to Biplanar Failure
Chaoyi Sun et al.
INTERNATIONAL JOURNAL OF GEOMECHANICS (2020)
Key-block based analytical stability method for discontinuous rock slope subjected to toppling failure
M. Azarafza et al.
COMPUTERS AND GEOTECHNICS (2020)
Limit equilibrium solution for the rock slope stability under the coupling effect of the shear dilatancy and strain softening
Dong-ping Deng
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2020)
Discontinuous rock slope stability analysis under blocky structural sliding by fuzzy key-block analysis method
Mohammad Azarafza et al.
HELIYON (2020)
Three-dimensional stability of compound slope using limit analysis method
Long Wang et al.
CANADIAN GEOTECHNICAL JOURNAL (2019)
A BBO-based algorithm for slope stability analysis by locating critical failure surface
Jayraj Singh et al.
NEURAL COMPUTING & APPLICATIONS (2019)
Locating critical failure surface using meta-heuristic approaches: a comparative assessment
Jayraj Singh et al.
ARABIAN JOURNAL OF GEOSCIENCES (2019)
Numerical and theoretical study of bi-planar failure in footwall slopes
Chaoyi Sun et al.
ENGINEERING GEOLOGY (2019)
Theoretical and numerical study on the block-flexure toppling failure of rock slopes
Yun Zheng et al.
ENGINEERING GEOLOGY (2019)
The characterization of rock slope stability using key blocks within the framework of GeoSMA-3D
Feili Wang et al.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2018)
Block toppling stability in the case of rock blocks with rounded edges
Leandro R. Alejano et al.
ENGINEERING GEOLOGY (2018)
Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models
Yun Zheng et al.
ENGINEERING GEOLOGY (2018)
Kinematic analysis of seismic slope stability with a discretisation technique and pseudo-dynamic approach: a new perspective
C-B Qin et al.
GEOTECHNIQUE (2018)
New stability calculation method for rock slopes subject to flexural toppling failure
Guangcheng Zhang et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2018)
Rock Slope Stability and Stabilization Analysis Using the Coupled DDA and FEM Method: NDDA Approach
Lei He et al.
INTERNATIONAL JOURNAL OF GEOMECHANICS (2018)
Assessment of rock slope stability with the effects of weathering and excavation by comparing deterministic methods and slope stability probability classification (SSPC)
Timur Ersoz et al.
ENVIRONMENTAL EARTH SCIENCES (2018)
Stability analysis of rock slopes against sliding or flexural-toppling failure
Yun Zheng et al.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2018)
Numerical modeling of discontinuous rock slopes utilizing the 3DDGM (three-dimensional discontinuity geometrical modeling) method
Mohammad Azarafza et al.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2017)
Jointed Surrounding Rock Mass Stability Analysis on an Underground Cavern in a Hydropower Station Based on the Extended Key Block Theory
Chao Jia et al.
ENERGIES (2017)
Stability analysis of slide-toe-toppling failur
Mehdi Amini et al.
ENGINEERING GEOLOGY (2017)
A new semi-deterministic block theory method with digital photogrammetry for stability analysis of a high rock slope in China
Tiexin Liu et al.
ENGINEERING GEOLOGY (2017)
Assessment of discontinuous rock slope stability with block theory and numerical modeling: a case study for the South Pars Gas Complex, Assalouyeh, Iran
Mohammad Azarafza et al.
ENVIRONMENTAL EARTH SCIENCES (2017)
Lower bound limit analysis of wedge stability using block element method
Jianfeng Zhou et al.
COMPUTERS AND GEOTECHNICS (2017)
System probabilistic model of rock slope stability considering correlated failure modes
A. Johari et al.
COMPUTERS AND GEOTECHNICS (2017)
System reliability analysis of rock wedge stability considering correlated failure modes using sequential compounding method
A. Johari et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2016)
Slope Sensitivity Analysis using Spencer's Method in Comparison with General Limit Equilibrium Method
M. W. Agam et al.
5TH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN MATERIALS, MINERALS AND ENVIRONMENT (RAMM) & 2ND INTERNATIONAL POSTGRADUATE CONFERENCE ON MATERIALS, MINERAL AND POLYMER (MAMIP) (2016)
Stability analysis of statically indeterminate blocks in key block theory and application to rock slope in Jinping-I Hydropower Station
Guanhua Sun et al.
ENGINEERING GEOLOGY (2015)
Study of the stability against toppling of rock blocks with rounded edges based on analytical and experimental approaches
L. R. Alejano et al.
ENGINEERING GEOLOGY (2015)
Development of a probabilistic block theory analysis procedure and its application to a rock slope at a hydropower station in China
Jun Zheng et al.
ENGINEERING GEOLOGY (2015)
Probabilistic block theory analysis for a rock slope at an open pit mine in USA
Jun Zheng et al.
COMPUTERS AND GEOTECHNICS (2014)
Characterization of bi-planar and ploughing failure mechanisms in footwall slopes using numerical modelling
Mohsen Havaej et al.
ENGINEERING GEOLOGY (2014)
APPLICATION OF BLOCK THEORY MODELING ON SPATIAL BLOCK TOPOLOGICAL IDENTIFICATION TO ROCK SLOPE STABILITY ANALYSIS
Shuhong Wang et al.
INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS (2014)
Application of discontinuous deformation analysis on stability analysis of slopes and underground power houses
G. H. Shi
GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL (2014)
An investigation into application of jointly distributed random variables method in reliability assessment of rock slope stability
A. Johari et al.
COMPUTERS AND GEOTECHNICS (2013)
Key block theory application for rock slope stability analysis in the foundations of medieval castles in Slovakia
Vladimir Greif et al.
JOURNAL OF CULTURAL HERITAGE (2013)
The Evaluation of Stability of Rock Mass Slope Based on The Block Theory and DDA Numerical
Qiang Ma et al.
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4 (2013)
3D key-group method for slope stability analysis
M. Noroozi et al.
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2012)
Stability Analysis of Rock Slopes Against Block-Flexure Toppling Failure
Mehdi Amini et al.
ROCK MECHANICS AND ROCK ENGINEERING (2012)
Evaluation of rock slope stability for Yujian River dam site by kinematic and block theory analyses
P. H. S. W. Kulatilake et al.
COMPUTERS AND GEOTECHNICS (2011)
Comparison of limit-equilibrium, numerical and physical models of wall slope stability
L. R. Alejano et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2011)
Analysis of a complex toppling-circular slope failure
Leandro R. Alejano et al.
ENGINEERING GEOLOGY (2010)
Large earth flows in Emilia-Romagna (Northern Apennines, Italy): origin, reactivation and possible hazard assessment strategies
Giovanni Bertolini
ZEITSCHRIFT DER DEUTSCHEN GESELLSCHAFT FUR GEOWISSENSCHAFTEN (2010)
Three-dimensional stability of slopes and excavations
R. L. Michalowski et al.
GEOTECHNIQUE (2009)
Stability Analysis and the Stabilisation of Flexural Toppling Failure
Mehdi Amini et al.
ROCK MECHANICS AND ROCK ENGINEERING (2009)
Rock wedge stability analysis using system reliability methods
R. Jimenez-Rodriguez et al.
ROCK MECHANICS AND ROCK ENGINEERING (2007)
System reliability approach to rock slope stability
R. Jimenez-Rodriguez et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2006)
Sarma-based key-group method for rock slope reliability analyses
ARY Bafghi et al.
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2005)
The probabilistic key-group method
ARY Bafghi et al.
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2004)
Design of anchorage and assessment of the stability of openings in silty, sandy limestone: a case study in Turkey
H Akgun et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2004)
A simplified method for 3D slope stability analysis
ZY Chen et al.
CANADIAN GEOTECHNICAL JOURNAL (2003)
The key-group method
ARY Bafghi et al.
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2003)
Stability analysis of rock slopes using block theory
TK Huang et al.
JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS (2003)
A general analytical solution for the required anchor force in rock slopes with toppling failure
C Sagaseta et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2001)
Recent applications of sliding block theory to geotechnical design
HI Ling
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2001)
New method for 3D and asymmetrical slope stability analysis
CC Huang et al.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2000)
Share Paper
