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Changes of Hydraulic Transmissivity Orientation Induced by Tele‐Seismic Waves

Water resources research, 2022-11, Vol.58 (11), p.n/a

2022

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Parametric Study of Twin Tunneling Effects on Piled Foundations in Stiff Clay: 3D Finite-Element Approach

International journal of geomechanics, 2022-06, Vol.22 (6)

2022

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Land Subsidence Induced by the Engineering-Environmental Effect

Cui, Zhen-Dong

1st ed. 2018 edition., 2018

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Modeling shear behavior of sand-clay interfaces through two-dimensional distinct element method analysis

Environmental earth sciences, 2022-03, Vol.81 (5), Article 140

2022

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Instability of High Liquid Limit Soil Slope for the Expressway Induced by Rainfall

Applied sciences, 2022-11, Vol.12 (21), p.10857

2022

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Sphingopyxis microcysteis sp. nov., a novel bioactive exopolysaccharides-bearing Sphingomonadaceae isolated from the Microcystis phycosphere

Antonie van Leeuwenhoek, 2021-06, Vol.114 (6), p.845-857

2021

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Design of Underground Structures

1st ed. 2020., 2019

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Quantitative Analysis of the Microstructures of Deep Silty Clay Subjected to Two Freezing–Thawing Cycles under Subway Vibration Loading

Journal of cold regions engineering, 2021-12, Vol.35 (4)

2021

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Long‐ and Short‐Term Effects of Seismic Waves and Coseismic Pressure Changes on Fractured Aquifers

Journal of geophysical research. Solid earth, 2024-03, Vol.129 (3), p.n/a

2024

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Accumulated deformation and microstructure of deep silty clay subjected to two freezing-thawing cycles under cyclic loading

Arabian journal of geosciences, 2020-06, Vol.13 (12), Article 452

2020

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Shear Strength of Sand–Clay Interfaces Through Large-Scale Direct Shear Tests

Arabian journal for science and engineering (2011), 2020-05, Vol.45 (5), p.4343-4357

2020

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Similarity Model Test on Rainfall Scouring Mechanism of High-Speed Railway Subgrade Slope

Applied sciences, 2024-01, Vol.14 (1), p.244

2024

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Rainfall Scouring Mechanism of the High-Speed Railway Subgrade Slope with Coarse-Grained Soil

Advances in Civil Engineering, 2023-11, Vol.2023, p.1-9

2023

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In situ monitoring of temperature and deformation fields of a tunnel cross passage in Changzhou Metro constructed by AGF

Arabian journal of geosciences, 2020-04, Vol.13 (8), Article 310

2020

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Investigation of a fractional derivative creep model of clay and its numerical implementation

Computers and geotechnics, 2020-03, Vol.119, p.103387, Article 103387

2020

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Physical Model Test of Layered Soil Subsidence Considering Dual Effects of Building Load and Groundwater Withdrawal

Arabian journal for science and engineering (2011), 2018-04, Vol.43 (4), p.1721-1734

2018

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Numerical modeling of fluid resonance in narrow gaps of fixed rectangular structures

Advances in mechanical engineering, 2019-08, Vol.11 (8)

2019

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Insights from 3D numerical simulations on the impact of tunnelling on vertical and battered pile groups under lateral loading

Computers and geotechnics, 2024-05, Vol.169, p.106195, Article 106195

2024

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Land subsidence induced by the engineering-environmental effect in Shanghai, China

Arabian journal of geosciences, 2020-03, Vol.13 (6), Article 251

2020

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Experimental study on cyclic triaxial behaviors of saturated soft soil considering time intermittent and variable confining pressure

Soil dynamics and earthquake engineering (1984), 2024-04, Vol.179, p.108508, Article 108508

2024

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Analysis of microscopic pore structures of the silty clay before and after freezing–thawing under the subway vibration loading

Environmental earth sciences, 2017-08, Vol.76 (15), p.1, Article 528

2017

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Mechanical Properties of the Functionally Graded Lining for a Deep Buried Subway Tunnel

Applied sciences, 2022-11, Vol.12 (21), p.11272

2022

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Mechanical Properties of Functionally Graded Concrete Lining for Deep Underground Structures

Advances in Civil Engineering, 2022, Vol.2022 (1)

2022

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Numerical simulation of freezing temperature field and frost heave deformation for deep foundation pit by AGF

Cold regions science and technology, 2023-09, Vol.213, p.103908, Article 103908

2023

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Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests

Carbonates and evaporites, 2016-03, Vol.31 (1), p.47-60

2016

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Changes of Hydraulic Transmissivity Orientation Induced by Tele‐Seismic Waves

Parametric Study of Twin Tunneling Effects on Piled Foundations in Stiff Clay: 3D Finite-Element Approach

Land Subsidence Induced by the Engineering-Environmental Effect

Modeling shear behavior of sand-clay interfaces through two-dimensional distinct element method analysis

Instability of High Liquid Limit Soil Slope for the Expressway Induced by Rainfall

Sphingopyxis microcysteis sp. nov., a novel bioactive exopolysaccharides-bearing Sphingomonadaceae isolated from the Microcystis phycosphere

Design of Underground Structures

Quantitative Analysis of the Microstructures of Deep Silty Clay Subjected to Two Freezing–Thawing Cycles under Subway Vibration Loading

Long‐ and Short‐Term Effects of Seismic Waves and Coseismic Pressure Changes on Fractured Aquifers

Accumulated deformation and microstructure of deep silty clay subjected to two freezing-thawing cycles under cyclic loading

Shear Strength of Sand–Clay Interfaces Through Large-Scale Direct Shear Tests

Similarity Model Test on Rainfall Scouring Mechanism of High-Speed Railway Subgrade Slope

Rainfall Scouring Mechanism of the High-Speed Railway Subgrade Slope with Coarse-Grained Soil

In situ monitoring of temperature and deformation fields of a tunnel cross passage in Changzhou Metro constructed by AGF

Investigation of a fractional derivative creep model of clay and its numerical implementation

Physical Model Test of Layered Soil Subsidence Considering Dual Effects of Building Load and Groundwater Withdrawal

Numerical modeling of fluid resonance in narrow gaps of fixed rectangular structures

Insights from 3D numerical simulations on the impact of tunnelling on vertical and battered pile groups under lateral loading

Land subsidence induced by the engineering-environmental effect in Shanghai, China

Experimental study on cyclic triaxial behaviors of saturated soft soil considering time intermittent and variable confining pressure

Analysis of microscopic pore structures of the silty clay before and after freezing–thawing under the subway vibration loading

Mechanical Properties of the Functionally Graded Lining for a Deep Buried Subway Tunnel

Mechanical Properties of Functionally Graded Concrete Lining for Deep Underground Structures

Numerical simulation of freezing temperature field and frost heave deformation for deep foundation pit by AGF

Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests

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