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C

Cungang Lin

sun yat-sen university

H指数:16

被引数:798

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Energy-driven micro-macro modeling of earthquake-induced landslides via peridynamics-discrete element method framework

地震诱发滑坡的能量驱动微宏观建模：基于非局部连续介质力学-离散元方法框架

Journal of Rock Mechanics and Geotechnical Engineering

IF10.2

2026-03-260

OAAI

Momentum-based criteria for initiating unbounded sand fluidization induced by pipeline leakage

基于动量的管道泄漏引发无界砂体流态化的启动准则

Acta Geotechnica

IF5.7

2026-03-160

PRE

Anchoring Mechanism of Tunnel Free Face Subjected to Dynamic–Static Combined Load

隧道临空面在动静组合荷载作用下的锚固机制

Rock Mechanics and Rock Engineering

IF6.6

2026-02-190

PRE

Simplified analytical method for bell-spigot jointed pipeline response to normal faults using two-layer Winkler foundation model

基于两层Winkler地基模型的 bell-spigot jointed pipeline 对正断层的简化分析方法

Tunnelling and Underground Space Technology

IF7.4

2025-09-230

PRE

A simplified analytical solution of pipeline response under normal faulting

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2024-11-011

PRE

Tunnelling-induced nonlinear responses of continuous pipelines resting on tensionless Winkler foundation

TRANSPORTATION GEOTECHNICS

IF5.5

2024-11-013

PRE

Numerical Modeling of Soil and Structure Behavior for Tunneling in Different Types of Soil

IF3.1

2024-10-240

OA

Elasto-plastic solution for tunnelling-induced nonlinear responses of overlying jointed pipelines in sand

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2024-10-011

PRE

Lightweight deep learning model for identifying tunnel lining defects based on GPR data

AUTOMATION IN CONSTRUCTION

IF11.5

2024-09-012

PRE

Anchoring mechanical characteristics of Ductile-Expansion bolt

INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY

IF13.7

2024-08-010

OAAI

Analytical solution for tunnelling-induced response of an overlying pipeline considering gap formation

UNDERGROUND SPACE

IF8.3

2024-04-0110

OAAI

Experimental and theoretical study on longitudinal deformation and internal force of shield tunnel under surcharge

超压下盾构隧道纵向变形及内力的试验与理论研究

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2024-02-014

PRE

An analytical solution for landslide impact on buried continuous pipelines

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2023-12-016

PRE

Analytical method for predicting tunnel heave due to overlying excavation considering spatial effect

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2023-08-0110

PRE

Analyses of non-aqueous reactive polymer insulation layer in high geothermal tunnel

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING

IF10.2

2023-01-017

OAAI

An efficient method for evaluating the ground surface settlement of Hangzhou metro deep basement considering the excavation process

ACTA GEOTECHNICA

IF5.7

2022-04-2712

PRE

Analytical solutions for tunnelling-induced response of two overlying pipelines

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2021-02-0118

PREAI

Tunnelling-induced response of buried pipelines and their effects on ground settlements

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2020-02-0146

PREAI

Embankment responses to shield tunnelling considering soil-structure interaction: case studies in Hangzhou soft ground

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2020-02-0120

PREAI

Tunnelling-induced response of a jointed pipeline and its equivalence to a continuous structure

SOILS AND FOUNDATIONS

IF3.3

2019-08-0143

OAAI