Jiabing Zhang

Comparative study on landslide susceptibility assessment of different models: a case study of alpine mountainous region in Xinjiang

Experimental study and numerical simulation verification of the macro- and micromechanical properties of the sandstone–concrete interface under freeze–thaw cycles

Unraveling the shear behaviors of bonding interface for post-grouted sandstones considering the temperature and confining pressure effects

Enhancing Tunnel Stability Under High Ground Stress: Rheological Analysis and Support Strategies

Discrete Element Simulation of Macro and Micro Mechanical Properties of Round Gravel Material under Triaxial Stress

The deformation and failure characteristics of tunnels in layered rock with gentle dip angles after freeze–thaw cycles: Physical model tests and numerical investigation

Macroscopic and microscopic mechanical characteristics and crack propagation behavior of sandstone-like samples with single cracks under freeze–thaw cycles: Experimental and numerical simulation

Experimental Investigation of the Mechanical Properties and Energy Evolution of Layered Phyllite Under Uniaxial Multilevel Cyclic Loading

Experimental and numerical investigation of the rheological characteristics of tunnels in cold regions during excavation and operation

Experimental study on the tensile performance of a large-diameter UHPC grouted sleeve with thread

Study on the fatigue properties and constitutive model of siltstone under the coupled action of dry‒wet cycles and cyclic loads

Investigation of dynamic characteristics and cumulative plastic strain prediction model of clay-fouled round gravel under cyclic subway loading

A brittle-ductile index for transversely isotropic rock based on energy evolution of the characteristic stress and its application

A constitutive model of freeze–thaw damage to transversely isotropic rock masses and its preliminary application

Damage characteristics and new constitutive model of sandstone under wet-dry cycles

Transversely isotropic creep characteristics and damage mechanism of layered phyllite under uniaxial compression creep test and its application

Study of the mechanical behaviour and damage characteristics of three new types of joints for fabricated rectangular tunnels using a numerical approach

Predicting Tunnel Squeezing Using the SVM-BP Combination Model

A combined support method of isolation pile and diaphragm wall for protection of buildings adjacent to deep foundation pit

Energy evolution mechanism of the mechanical and creep properties of layered phyllite under uniaxial compression and creep tests

Statistics and Probability Characteristics of Typical Surface Defects of Subway Tunnels

Rapid Surface Damage Detection Equipment for Subway Tunnels Based on Machine Vision System

An Analytical Solution for the Frost Heaving Force considering the Freeze‐Thaw Damage and Transversely Isotropic Characteristics of the Surrounding Rock in Cold‐Region Tunnels