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Xiaolin Weng

Chang'an University

H指数:16

被引数:753

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Quantitative prediction of differential settlement based on machine learning techniques

基于机器学习技术的差异沉降定量预测

Scientific Reports

IF3.9

2026-07-060

OAAI

Intelligent identification and orientation information extraction of rock slope discontinuities from point cloud data based on LEKM-PointNet++

基于LEKM-PointNet++的点云数据岩质边坡不连续面智能识别与方位信息提取

Transportation Geotechnics

IF5.5

2026-05-140

PRE

A non-orthogonal constitutive model for unsaturated structured soils using sub-loading plasticity

基于子加载塑性理论的不饱和结构性土的非正交本构模型

Computers and Geotechnics

IF6.2

2025-11-130

PRE

Failure mechanism and support pressure of tunnel face in Saturated sandy shield tunnel under variable seepage

饱和砂土盾构隧道变渗流作用下隧道掌子面的破坏机制与支护压力

Tunnelling and Underground Space Technology

IF7.4

2025-10-290

PRE

Study on the instability mode of a tunnel face under variable seepage conditions in sandy soil shield tunnels: Centrifuge tests and numerical simulation

在砂土盾构隧道中变渗流条件下隧道掌子面失稳模式的研究：离心模型试验与数值模拟

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2025-05-010

PRE

Influence of Collapsible Shape of Loess Foundation on High-Speed Railway Subgrade under Train Vibration Loading

TRANSPORTATION GEOTECHNICS

IF5.5

2025-01-010

PRE

An elastoplastic constitutive model for unsaturated loess with internal structure

具有内部结构的非饱和黄土的弹塑性本构模型

ACTA GEOTECHNICA

IF5.7

2023-11-1112

PRE

Undrained semi-analytical solution for cylindrical cavity expansion in anisotropic soils under biaxial stress conditions

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING

IF10.2

2023-05-0114

OAAI

Behavior of Saturated Remolded Loess Subjected to Coupled Change of the Magnitude and Direction of Principal Stress

INTERNATIONAL JOURNAL OF GEOMECHANICS

IF3.3

2023-01-0122

PRE

Cylindrical cavity expansion responses in anisotropic unsaturated soils under plane stress condition

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING

IF10.2

2022-12-016

OAAI

Influence of Ca2+ on Early Degradation of Cast-In-Situ Mortar Induced by Sulfate-Magnesium Multiple Combined Attack

Ca2对硫酸盐-镁多次联合侵蚀诱导的现浇砂浆早期降解的影响

IF3.2

2022-08-203

OAAI

Interactive effects of crossing tunnel construction on existing tunnel: Three-dimensional centrifugal test and numerical analyses

TRANSPORTATION GEOTECHNICS

IF5.5

2022-07-0113

PRE

Centrifuge testing and numerical modeling of tunnel face stability considering longitudinal slope angle and steady state seepage in soft clay (vol 101, 103406, 2020)

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2021-06-010

PREAI

Research on subway shield tunnel induced by local water immersion of collapsible loess

NATURAL HAZARDS

IF3.7

2021-04-1028

PREAI

Centrifuge testing and numerical modeling of tunnel face stability considering longitudinal slope angle and steady state seepage in soft clay

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2020-07-0171

PREAI

Physical modeling of wetting-induced collapse of shield tunneling in loess strata

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

IF7.4

2019-08-0138

PREAI

High-Performance Quasi-Solid-State Supercapacitor Based on CuO Nanoparticles with Commercial-Level Mass Loading on Ceramic Material La1-xSrxCoO3-δ as Cathode

ACS APPLIED ENERGY MATERIALS

IF5.5

2019-01-3016

OAAI

Experimental investigation of pavement behavior after embankment widening using a fiber optic sensor network

STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL

IF5.7

2014-09-0446

PREAI