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Occurrence of landsliding on slopes where flowsliding had previously occurred: An investigation in a loess platform, North-west China

Catena (Giessen), 2013-05, Vol.104, p.195-209

2013

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Field monitoring of rainfall infiltration in a loess slope and analysis of failure mechanism of rainfall-induced landslides

Engineering geology, 2009-04, Vol.105 (1), p.134-150

2009

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Laboratory study on soil behavior in loess slope subjected to infiltration

Engineering geology, 2014-12, Vol.183, p.31-38

2014

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Field testing of irrigation effects on the stability of a cliff edge in loess, North-west China

Engineering geology, 2011-06, Vol.120 (1), p.10-17

2011

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On two definitions of the factor of safety commonly used in the finite element slope stability analysis

Computers and geotechnics, 2006-04, Vol.33 (3), p.188-195

2006

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Numerical studies of the influence of microstructure on rock failure in uniaxial compression — Part I: effect of heterogeneity

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2000-06, Vol.37 (4), p.555-569

2000

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A numerical study of the influence of heterogeneity on the strength characterization of rock under uniaxial tension

Mechanics of materials, 2007-04, Vol.39 (4), p.326-339

2007

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Automatic monitoring of rotary-percussive drilling for ground characterization—illustrated by a case example in Hong Kong

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2004-06, Vol.41 (4), p.573-612

2004

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Numerical studies of the influence of microstructure on rock failure in uniaxial compression — Part II: constraint, slenderness and size effect

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2000-06, Vol.37 (4), p.571-583

2000

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Landslide susceptibility mapping based on Support Vector Machine: A case study on natural slopes of Hong Kong, China

Geomorphology (Amsterdam, Netherlands), 2008-11, Vol.101 (4), p.572-582

2008

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Confinement effects for damage and failure of brittle rocks

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2006-12, Vol.43 (8), p.1262-1269

2006

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Experimental and numerical study of the directional dependency of the Kaiser effect in granite

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2007-10, Vol.44 (7), p.1053-1061

2007

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Estimating the excavation disturbed zone in the permanent shiplock slopes of the Three Gorges Project, China

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2002-02, Vol.39 (2), p.165-184

2002

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Micromechanical analysis of the failure process of brittle rock

International journal for numerical and analytical methods in geomechanics, 2015-04, Vol.39 (6), p.618-634

2015

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Root systems of native shrubs and trees in Hong Kong and their effects on enhancing slope stability

Catena (Giessen), 2015-02, Vol.125, p.102-110

2015

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A boundary collocation method for cracked plates

Computers & structures, 2003-11, Vol.81 (28), p.2621-2630

2003

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Digital image-based numerical modeling method for prediction of inhomogeneous rock failure

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2004-09, Vol.41 (6), p.939-957

2004

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The 1786 earthquake-triggered landslide dam and subsequent dam-break flood on the Dadu River, southwestern China

Geomorphology (Amsterdam, Netherlands), 2005-02, Vol.65 (3), p.205-221

2005

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Investigating landslide-related cracks along the edge of two loess platforms in northwest China

Earth surface processes and landforms, 2012-08, Vol.37 (10), p.1023-1033

2012

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Coupled analysis of flow, stress and damage (FSD) in rock failure

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2002-06, Vol.39 (4), p.477-489

2002

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Finite element modeling of geomaterials using digital image processing

Computers and geotechnics, 2003-01, Vol.30 (5), p.375-397

2003

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Time-dependent strength degradation of granite

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2009-10, Vol.46 (7), p.1103-1114

2009

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A coupled flow-stress-damage model for groundwater outbursts from an underlying aquifer into mining excavations

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2007, Vol.44 (1), p.87-97

2007

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Reliability of empirical relation on the attenuation of blast-induced vibrations

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2013-04, Vol.59, p.160-165

2013

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Numerical modelling of soil nails in loose fill slope under surcharge loading

Computers and geotechnics, 2009-06, Vol.36 (5), p.837-850

2009

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Occurrence of landsliding on slopes where flowsliding had previously occurred: An investigation in a loess platform, North-west China

Field monitoring of rainfall infiltration in a loess slope and analysis of failure mechanism of rainfall-induced landslides

Laboratory study on soil behavior in loess slope subjected to infiltration

Field testing of irrigation effects on the stability of a cliff edge in loess, North-west China

On two definitions of the factor of safety commonly used in the finite element slope stability analysis

Numerical studies of the influence of microstructure on rock failure in uniaxial compression — Part I: effect of heterogeneity

A numerical study of the influence of heterogeneity on the strength characterization of rock under uniaxial tension

Automatic monitoring of rotary-percussive drilling for ground characterization—illustrated by a case example in Hong Kong

Numerical studies of the influence of microstructure on rock failure in uniaxial compression — Part II: constraint, slenderness and size effect

Landslide susceptibility mapping based on Support Vector Machine: A case study on natural slopes of Hong Kong, China

Confinement effects for damage and failure of brittle rocks

Experimental and numerical study of the directional dependency of the Kaiser effect in granite

Estimating the excavation disturbed zone in the permanent shiplock slopes of the Three Gorges Project, China

Micromechanical analysis of the failure process of brittle rock

Root systems of native shrubs and trees in Hong Kong and their effects on enhancing slope stability

A boundary collocation method for cracked plates

Digital image-based numerical modeling method for prediction of inhomogeneous rock failure

The 1786 earthquake-triggered landslide dam and subsequent dam-break flood on the Dadu River, southwestern China

Investigating landslide-related cracks along the edge of two loess platforms in northwest China

Coupled analysis of flow, stress and damage (FSD) in rock failure

Finite element modeling of geomaterials using digital image processing

Time-dependent strength degradation of granite

A coupled flow-stress-damage model for groundwater outbursts from an underlying aquifer into mining excavations

Reliability of empirical relation on the attenuation of blast-induced vibrations

Numerical modelling of soil nails in loose fill slope under surcharge loading

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