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A probabilistic deep reinforcement learning approach for optimal monitoring of a building adjacent to deep excavation

Computer-aided civil and infrastructure engineering, 2024-03, Vol.39 (5), p.656-678

2024

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Unmanned aerial vehicle–human collaboration route planning for intelligent infrastructure inspection

Computer-aided civil and infrastructure engineering, 2024-07, Vol.39 (14), p.2074-2104

2024

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A novel unresolved/semi‐resolved CFD‐DEM coupling method with dynamic unstructured mesh

International journal for numerical and analytical methods in geomechanics, 2024-05, Vol.48 (7), p.1774-1796

2024

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Discrete element analysis and analytical method on failure mechanism of retaining structures with narrow granular backfill

International journal for numerical and analytical methods in geomechanics, 2024-02, Vol.48 (2), p.629-652

2024

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Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay

Journal of geotechnical and geoenvironmental engineering, 2024-01, Vol.150 (1)

2024

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Non‐Darcian flow toward an injection well fully penetrating a leaky confined aquifer with clogging‐induced permeability reduction

International journal for numerical and analytical methods in geomechanics, 2022-12, Vol.46 (17), p.3217-3235

2022

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Effectiveness of servo struts in controlling excavation-induced wall deflection and ground settlement

Acta geotechnica, 2020-09, Vol.15 (9), p.2575-2590

2020

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Semianalytical Solution for Earth Pressure of Narrow Granular Backfill with a Log-Spiral Failure Surface behind Retaining Walls under Translational Mode

International journal of geomechanics, 2023-09, Vol.23 (9)

2023

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Effects of Overconsolidation and Structural Behaviors of Shanghai Clay on Deformation Caused by Deep Excavation

International journal of geomechanics, 2024-07, Vol.24 (7)

2024

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Prediction of tunnel displacement induced by adjacent excavation in soft soil

Tunnelling and underground space technology, 2013-06, Vol.36, p.24-33

2013

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One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary

International journal of geomechanics, 2023-07, Vol.23 (7)

2023

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Comparison of Different Missing-Imputation Methods for MAIAC (Multiangle Implementation of Atmospheric Correction) AOD in Estimating Daily PM2.5 Levels

Remote sensing (Basel, Switzerland), 2020-09, Vol.12 (18), p.3008

2020

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Numerical Investigation of the Effect of Stratum Hydraulic Conductivity on Performance of Deep Excavations in an Aquifer–Aquitard System

International journal of geomechanics, 2024-05, Vol.24 (5)

2024

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New Axisymmetric Slip-Line Theory for Metal and Its Application in Indentation Problem

Journal of engineering mechanics, 2019-12, Vol.145 (12)

2019

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Performance of a Deep Excavation Supported by Diaphragm Walls Combining with Servo Steel Struts: A Case Study in Hangzhou, China, Soft Clay Deposits

International journal of geomechanics, 2023-12, Vol.23 (12)

2023

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Semianalytical Solution for General Active Earth Pressure Considering the Coupling and Dilatation

International journal of geomechanics, 2020-09, Vol.20 (9)

2020

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Novel Excavation and Construction Method of an Underground Highway Tunnel above Operating Metro Tunnels

Journal of aerospace engineering, 2015-11, Vol.28 (6)

2015

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Influence of Passively Loaded Piles on Excavation-Induced Diaphragm Wall Displacements and Ground Settlements

International journal of geomechanics, 2018-06, Vol.18 (6)

2018

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Numerical Evaluation of Control Measures for Tunnel Deformation Induced by an Oversized Deep Excavation

Journal of aerospace engineering, 2018-11, Vol.31 (6)

2018

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Field Monitoring of an Existing Cut-and-Cover Tunnel between Two Large-Scale Deep Excavations

Journal of aerospace engineering, 2018-11, Vol.31 (6)

2018

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Two-stage support vector machine-enabled deep excavation settlement prediction considering class imbalance and multi-source uncertainties

Reliability engineering & system safety, 2024-01, Vol.241, p.109578, Article 109578

2024

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Analytical Solution for Axisymmetric Active Earth Pressure Based on the Characteristics Method considering Orthoradial Geometric Condition

International journal of geomechanics, 2019-09, Vol.19 (9)

2019

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Consolidation responses of rheological aquitards to tide-induced groundwater fluctuations in coastal soft deposits

Applied ocean research, 2020-07, Vol.100, p.102156-14, Article 102156

2020

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Numerical study on responses of an existing metro line to staged deep excavations

Tunnelling and underground space technology, 2019-03, Vol.85, p.268-281

2019

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Design and Application of a Digital System for Information Management and Synchronous Analysis in a Foundation Pit Group

Advances in Civil Engineering, 2021, Vol.2021 (1)

2021

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A probabilistic deep reinforcement learning approach for optimal monitoring of a building adjacent to deep excavation

Unmanned aerial vehicle–human collaboration route planning for intelligent infrastructure inspection

A novel unresolved/semi‐resolved CFD‐DEM coupling method with dynamic unstructured mesh

Discrete element analysis and analytical method on failure mechanism of retaining structures with narrow granular backfill

Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay

Non‐Darcian flow toward an injection well fully penetrating a leaky confined aquifer with clogging‐induced permeability reduction

Effectiveness of servo struts in controlling excavation-induced wall deflection and ground settlement

Semianalytical Solution for Earth Pressure of Narrow Granular Backfill with a Log-Spiral Failure Surface behind Retaining Walls under Translational Mode

Effects of Overconsolidation and Structural Behaviors of Shanghai Clay on Deformation Caused by Deep Excavation

Prediction of tunnel displacement induced by adjacent excavation in soft soil

One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary

Comparison of Different Missing-Imputation Methods for MAIAC (Multiangle Implementation of Atmospheric Correction) AOD in Estimating Daily PM2.5 Levels

Numerical Investigation of the Effect of Stratum Hydraulic Conductivity on Performance of Deep Excavations in an Aquifer–Aquitard System

New Axisymmetric Slip-Line Theory for Metal and Its Application in Indentation Problem

Performance of a Deep Excavation Supported by Diaphragm Walls Combining with Servo Steel Struts: A Case Study in Hangzhou, China, Soft Clay Deposits

Semianalytical Solution for General Active Earth Pressure Considering the Coupling and Dilatation

Novel Excavation and Construction Method of an Underground Highway Tunnel above Operating Metro Tunnels

Influence of Passively Loaded Piles on Excavation-Induced Diaphragm Wall Displacements and Ground Settlements

Numerical Evaluation of Control Measures for Tunnel Deformation Induced by an Oversized Deep Excavation

Field Monitoring of an Existing Cut-and-Cover Tunnel between Two Large-Scale Deep Excavations

Two-stage support vector machine-enabled deep excavation settlement prediction considering class imbalance and multi-source uncertainties

Analytical Solution for Axisymmetric Active Earth Pressure Based on the Characteristics Method considering Orthoradial Geometric Condition

Consolidation responses of rheological aquitards to tide-induced groundwater fluctuations in coastal soft deposits

Numerical study on responses of an existing metro line to staged deep excavations

Design and Application of a Digital System for Information Management and Synchronous Analysis in a Foundation Pit Group

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