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R

Rongzhu Liang

china university of geosciences

H指数:22

被引数:1,630

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Analytical Method for Predicting Shield Tunnel Deformation Induced by Tunnelling Considering Circumferential Joints

考虑环向接缝的盾构隧道变形预测分析方法

International Journal for Numerical and Analytical Methods in Geomechanics

IF3.6

2026-09-100

PRE

Response of pressurized municipal pipelines to tunneling

受隧道施工影响的市政压力管道响应

Transportation Geotechnics

IF5.5

2026-08-010

PRE

Responses of ground and adjacent shallow foundation buildings to twin large-diameter shield tunnelling in soft clay: Case study

软黏土地层中双线大直径盾构隧道施工对地面及邻近浅基础建筑的影响：案例分析

Tunnelling and Underground Space Technology

IF7.4

2025-08-190

PRE

Analytical approach for longitudinal deformation of shield tunnels considering bending-shear-torsional effects of circumferential joints

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2024-10-014

PRE

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

Penetration mechanism of open-ended pipe piles under jacking and driving methods

MECHANICS OF ADVANCED MATERIALS AND STRUCTURES

IF0

2024-08-060

PRE

Simplified Method for Predicting the Shield Tunnel Longitudinal Responses to Over-Crossing Tunneling Considering Circumferential Joint Effect

INTERNATIONAL JOURNAL OF GEOMECHANICS

IF3.3

2024-07-012

PRE

Probabilistic assessment of existing shield tunnel longitudinal responses to tunnelling

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

IF3.6

2024-04-125

PRE

Performances of Shield-Driven Tunnels Subjected to Excavation of a Large-Scale Basement in Soft Soils

软土中大型地下室开挖盾构隧道的性能

INTERNATIONAL JOURNAL OF GEOMECHANICS

IF3.3

2024-03-011

PRE

Analytical prediction for longitudinal deformation of shield tunnel subjected to ground surface surcharge considering the stiffness reduction

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

IF3.6

2023-12-177

PRE

Analytical solution for longitudinal deformation of shield tunnel induced by overcrossing tunnelling considering circumferential joints

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING

IF10.2

2023-09-0112

OAAI

Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand

UNDERGROUND SPACE

IF8.3

2022-12-014

OAAI

Flexible support of a pile embedded in unsaturated soil under Rayleigh waves

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

IF5

2022-10-2419

PRE

One-dimensional nonlinear consolidation analysis of soil with continuous drainage boundary

JOURNAL OF CENTRAL SOUTH UNIVERSITY

IF4.4

2022-02-1420

PRE

Performances of adjacent metro structures due to zoned excavation of a large-scale basement in soft ground

软土地基中大型地下室分区开挖对邻近地铁结构性能的影响

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2021-11-0152

PRE

Influence of soil mass on the vertical dynamic characteristics of pipe piles

COMPUTERS AND GEOTECHNICS

IF6.2

2020-10-0126

PREAI

Torsional complex impedance of pipe pile considering pile installation and soil plug effect

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

IF4.6

2020-04-0147

PREAI

One-dimensional consolidation of soil under multistage load based on continuous drainage boundary

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

IF3.6

2020-02-1142

PREAI

New method to calculate apparent phase velocity of open-ended pipe pile

CANADIAN GEOTECHNICAL JOURNAL

IF3.5

2020-01-0181

PREAI

Benefits from using two receivers for interpretation of low-strain integrity tests on pipe piles

CANADIAN GEOTECHNICAL JOURNAL

IF3.5

2019-10-0140

PREAI