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Analytical Method for the Deformation-Based Design of Retaining Walls in Asymmetric Excavation

Buildings (Basel), 2024-05, Vol.14 (5), p.1321

2024

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Multi-Scale Research on the Mechanisms of Soil Arching Development and Degradation in Granular Materials with Different Relative Density

Fractal and fractional, 2024-05, Vol.8 (5), p.247

2024

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Three-Dimensional Theoretical Model for Soil Arching with Inclined Slip Surfaces

Applied sciences, 2022-05, Vol.12 (9), p.4716

2022

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Analytical Solutions of Steady a Seepage Field for Deep-Buried Tunnel with Grouting Ring Considering Anisotropic Flow

Journal of marine science and engineering, 2022-12, Vol.10 (12), p.1861

2022

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Numerical and theoretical research on stress distribution in the loosening zone of the trapdoor problem

International journal for numerical and analytical methods in geomechanics, 2019-05, Vol.43 (7), p.1426-1447

2019

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Experimental and Theoretical Study for a Displacement-Controlled Design Method of Embedded Cantilever Retaining Walls (Piles)

Sustainability, 2023-06, Vol.15 (12), p.9831

2023

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Experimental and Theoretical Investigations on Evolution of Soil-Arching Effect in 2D Trapdoor Problem

International journal of geomechanics, 2020-06, Vol.20 (6)

2020

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Hyperbolic stress-strain behaviour of sandy soil under plane strain unloading condition and its application on predicting displacement-dependent active earth pressure

Computers and geotechnics, 2023-03, Vol.155, p.105219, Article 105219

2023

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Theoretical method for an elastic infinite beam resting on a deformable foundation with a local subsidence

Computers and geotechnics, 2020-11, Vol.127, p.103740, Article 103740

2020

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Simplified method for evaluating tunnel response induced by a new tunnel excavation underneath

International journal for numerical and analytical methods in geomechanics, 2024-05, Vol.48 (7), p.1797-1813

2024

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Simplified method for estimating the impact of the underlying tunnel excavation on existing tunnel

International journal for numerical and analytical methods in geomechanics, 2024-08, Vol.48 (11), p.3017-3031

2024

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Analytical Solution to Estimate the Effect of Underlying Tunnel Excavations on the Existing Tunnel

International journal for numerical and analytical methods in geomechanics, 2024-09

2024

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Simplified method for evaluating the response of existing tunnel induced by adjacent excavation

International journal for numerical and analytical methods in geomechanics, 2023-01, Vol.47 (1), p.54-81

2023

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Analytical Solution for Estimating the Stress State in Backfill Considering Patterns of Stress Distribution

International journal of geomechanics, 2019-01, Vol.19 (1)

2019

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Evaluation of Permanent Settlement in Hangzhou Qingchun Road Crossing-River Tunnel under Traffic Loading

International journal of geomechanics, 2019-02, Vol.19 (2)

2019

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Experimental study of soil arching effect under seepage condition

Acta geotechnica, 2019-12, Vol.14 (6), p.2031-2044

2019

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Experimental and Numerical Study of Braced Retaining Piles with Asymmetrical Excavation

International journal of civil engineering (Tehran. Online), 2024-08, Vol.22 (8), p.1339-1356

2024

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MICROSCOPIC MECHANISMS OF PARTICLE SIZE EFFECT ON 2D ARCHING EFFECT DEVELOPMENT AND DEGRADATION IN GRANULAR MATERIALS

International journal for multiscale computational engineering, 2024, Vol.22 (2), p.91-108

2024

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Enhanced theoretical approach for predicting the tunnel response due to deep excavation above

Transportation Geotechnics, 2024-09, Vol.48, p.101309, Article 101309

2024

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Improved analytical solution for forecasting overlying excavation-induced tunnel response

Transportation Geotechnics, 2023-11, Vol.43, p.101142, Article 101142

2023

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Experiments and numerical simulation of the reinforcement effect of channel-steel-reinforced shield tunnel segments under unloading conditions

European journal of environmental and civil engineering, 2023-10, Vol.27 (14), p.4142-4164

2023

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Explicit analytical solutions for surrounding rock stress of a shallow buried tunnel considering seepage effect

European journal of environmental and civil engineering, 2018-08, Vol.22 (sup1), p.s149-s163

2018

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Analysis of consolidation of a soil layer with depth-dependent parameters under time-dependent loadings

European journal of environmental and civil engineering, 2018-08, Vol.22 (sup1), p.s200-s212

2018

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Analytical Method to Evaluate the Stress State Within Vertical Backfill

Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis, 2018, p.71-79

2018

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FSH receptor binding inhibitor restrains follicular development and possibly attenuates carcinogenesis of ovarian cancer through down-regulating expression levels of FSHR and ERβ in normal ovarian tissues

Gene, 2018-08, Vol.668, p.174-181

2018

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Analytical Method for the Deformation-Based Design of Retaining Walls in Asymmetric Excavation

Multi-Scale Research on the Mechanisms of Soil Arching Development and Degradation in Granular Materials with Different Relative Density

Three-Dimensional Theoretical Model for Soil Arching with Inclined Slip Surfaces

Analytical Solutions of Steady a Seepage Field for Deep-Buried Tunnel with Grouting Ring Considering Anisotropic Flow

Numerical and theoretical research on stress distribution in the loosening zone of the trapdoor problem

Experimental and Theoretical Study for a Displacement-Controlled Design Method of Embedded Cantilever Retaining Walls (Piles)

Experimental and Theoretical Investigations on Evolution of Soil-Arching Effect in 2D Trapdoor Problem

Hyperbolic stress-strain behaviour of sandy soil under plane strain unloading condition and its application on predicting displacement-dependent active earth pressure

Theoretical method for an elastic infinite beam resting on a deformable foundation with a local subsidence

Simplified method for evaluating tunnel response induced by a new tunnel excavation underneath

Simplified method for estimating the impact of the underlying tunnel excavation on existing tunnel

Analytical Solution to Estimate the Effect of Underlying Tunnel Excavations on the Existing Tunnel

Simplified method for evaluating the response of existing tunnel induced by adjacent excavation

Analytical Solution for Estimating the Stress State in Backfill Considering Patterns of Stress Distribution

Evaluation of Permanent Settlement in Hangzhou Qingchun Road Crossing-River Tunnel under Traffic Loading

Experimental study of soil arching effect under seepage condition

Experimental and Numerical Study of Braced Retaining Piles with Asymmetrical Excavation

MICROSCOPIC MECHANISMS OF PARTICLE SIZE EFFECT ON 2D ARCHING EFFECT DEVELOPMENT AND DEGRADATION IN GRANULAR MATERIALS

Enhanced theoretical approach for predicting the tunnel response due to deep excavation above

Improved analytical solution for forecasting overlying excavation-induced tunnel response

Experiments and numerical simulation of the reinforcement effect of channel-steel-reinforced shield tunnel segments under unloading conditions

Explicit analytical solutions for surrounding rock stress of a shallow buried tunnel considering seepage effect

Analysis of consolidation of a soil layer with depth-dependent parameters under time-dependent loadings

Analytical Method to Evaluate the Stress State Within Vertical Backfill

FSH receptor binding inhibitor restrains follicular development and possibly attenuates carcinogenesis of ovarian cancer through down-regulating expression levels of FSHR and ERβ in normal ovarian tissues

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