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Influence of shear stress level on cyclic deformation behaviour of intact Wenzhou soft clay under traffic loading

Engineering geology, 2017-10, Vol.228, p.61-70

2017

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A Semianalytical Solution for the Transient Response of One-Dimensional Unsaturated Single-Layer Porous Media with General Boundary Conditions

Journal of engineering mechanics, 2024-06, Vol.150 (6)

2024

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An augmented finite element method for modeling arbitrary discontinuities in composite materials

International journal of fracture, 2009-03, Vol.156 (1), p.53-73

2009

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Exact solutions for one-dimensional consolidation of single-layer unsaturated soil

International journal for numerical and analytical methods in geomechanics, 2012-04, Vol.36 (6), p.708-722

2012

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Tunnel boring machines (TBM) performance prediction: A case study using big data and deep learning

Tunnelling and underground space technology, 2021-04, Vol.110, p.103636, Article 103636

2021

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A Modified Wedge-Prism Model for Calculating the Limit Support Pressure of a Shallow Shield Tunnel Face in Unsaturated Sandy Soil

International journal of geomechanics, 2024-10, Vol.24 (10)

2024

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Shear Modulus and Damping Ratio of Sand-Gravel Mixtures Over a Wide Strain Range

Journal of earthquake engineering : JEE, 2019-09, Vol.23 (8), p.1407-1440

2019

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Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load

International journal for numerical and analytical methods in geomechanics, 2021-08, Vol.45 (11), p.1664-1680

2021

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Evaluating slope stability with 3D limit equilibrium technique and its application to landfill in China

Engineering geology, 2021-01, Vol.280, p.105939, Article 105939

2021

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Dynamic modulus characteristics of saturated clays under variable confining pressure

Canadian geotechnical journal, 2017-05, Vol.54 (5), p.729-735

2017

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Hypergravity experiments on multiphase media evolution

Science China. Technological sciences, 2022-12, Vol.65 (12), p.2791-2808

2022

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Discontinuous deformation analysis based on the multiplicative decomposition of the displacement

International journal for numerical and analytical methods in geomechanics, 2020-01, Vol.44 (1), p.69-92

2020

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Analytical solution for the transient response of a fluid/saturated porous medium half-space system subjected to an impulsive line source

Geophysical journal international, 2018-08, Vol.214 (2), p.1041-1060

2018

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Review on Numerical Simulation of the Internal Soil Erosion Mechanisms Using the Discrete Element Method

Water (Basel), 2021-01, Vol.13 (2), p.169

2021

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Transient wave propagation in a multi‐layered soil with a fluid surface layer: 1D analytical/semi‐analytical solutions

International journal for numerical and analytical methods in geomechanics, 2021-09, Vol.45 (13), p.2001-2015

2021

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Fault rupture propagation in soil with intercalation using nonlocal model and softening modulus modification

Journal of Rock Mechanics and Geotechnical Engineering, 2023-11, Vol.15 (11), p.2973-2993

2023

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A semianalytical solution for one‐dimensional transient wave propagation in a saturated single‐layer porous medium with a fluid surface layer

International journal for numerical and analytical methods in geomechanics, 2019-09, Vol.43 (13), p.2184-2199

2019

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A modified generalized scaling law for the similitude of dynamic strain in centrifuge modeling

Earthquake Engineering and Engineering Vibration, 2023-07, Vol.22 (3), p.589-600

2023

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Uplifting Behavior of Shallow Buried Pipe in Liquefiable Soil by Dynamic Centrifuge Test

TheScientificWorld, 2014-01, Vol.2014 (2014), p.1-15

2014

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Exact solutions for one-dimensional transient response of fluid-saturated porous media

International journal for numerical and analytical methods in geomechanics, 2011-03, Vol.35 (4), p.461-479

2011

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Study on Relationship between Dielectric Constant and Water Content of Rock-Soil Mixture by Time Domain Reflectometry

Journal of sensors, 2016-01, Vol.2016 (2016), p.1-10

2016

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Research on Impact Process of Lander Footpad against Simulant Lunar Soils

Shock and vibration, 2015-01, Vol.2015 (2015), p.1-24

2015

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Analytical solution for the transient wave propagation of a buried cylindrical P-wave line source in a semi-infinite elastic medium with a fluid surface layer

Journal of sound and vibration, 2018-02, Vol.414, p.259-283

2018

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An analytical solution for the transient response of a semi-infinite elastic medium with a buried arbitrary cylindrical line source

International journal of solids and structures, 2016-12, Vol.100-101, p.399-410

2016

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Shear wave velocity-based liquefaction evaluation in the great Wenchuan earthquake: a preliminary case study

Earthquake Engineering and Engineering Vibration, 2009-06, Vol.8 (2), p.231-239

2009

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Influence of shear stress level on cyclic deformation behaviour of intact Wenzhou soft clay under traffic loading

A Semianalytical Solution for the Transient Response of One-Dimensional Unsaturated Single-Layer Porous Media with General Boundary Conditions

An augmented finite element method for modeling arbitrary discontinuities in composite materials

Exact solutions for one-dimensional consolidation of single-layer unsaturated soil

Tunnel boring machines (TBM) performance prediction: A case study using big data and deep learning

A Modified Wedge-Prism Model for Calculating the Limit Support Pressure of a Shallow Shield Tunnel Face in Unsaturated Sandy Soil

Shear Modulus and Damping Ratio of Sand-Gravel Mixtures Over a Wide Strain Range

Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load

Evaluating slope stability with 3D limit equilibrium technique and its application to landfill in China

Dynamic modulus characteristics of saturated clays under variable confining pressure

Hypergravity experiments on multiphase media evolution

Discontinuous deformation analysis based on the multiplicative decomposition of the displacement

Analytical solution for the transient response of a fluid/saturated porous medium half-space system subjected to an impulsive line source

Review on Numerical Simulation of the Internal Soil Erosion Mechanisms Using the Discrete Element Method

Transient wave propagation in a multi‐layered soil with a fluid surface layer: 1D analytical/semi‐analytical solutions

Fault rupture propagation in soil with intercalation using nonlocal model and softening modulus modification

A semianalytical solution for one‐dimensional transient wave propagation in a saturated single‐layer porous medium with a fluid surface layer

A modified generalized scaling law for the similitude of dynamic strain in centrifuge modeling

Uplifting Behavior of Shallow Buried Pipe in Liquefiable Soil by Dynamic Centrifuge Test

Exact solutions for one-dimensional transient response of fluid-saturated porous media

Study on Relationship between Dielectric Constant and Water Content of Rock-Soil Mixture by Time Domain Reflectometry

Research on Impact Process of Lander Footpad against Simulant Lunar Soils

Analytical solution for the transient wave propagation of a buried cylindrical P-wave line source in a semi-infinite elastic medium with a fluid surface layer

An analytical solution for the transient response of a semi-infinite elastic medium with a buried arbitrary cylindrical line source

Shear wave velocity-based liquefaction evaluation in the great Wenchuan earthquake: a preliminary case study

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