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Latest Accepted

Latest Accepted articles have been peer-reviewed and accepted, which are not yet assigned to volumes/issues, but are citable by Digital Object Identifier (DOI).
Coupling analysis on mechanical properties of near-well interface of methane hydrate bearing sediments under depressurization exploitation
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DOI: 10.11779/CJGE20231245
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The sedimentation characteristics of gravel in the discharge pipe of slurry shield tunneling and its impact on the slurry
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DOI: 10.11779/CJGE20240087
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Study on the critical safety distance of shield tunnel orthogonal side passing through the pile foundation of the existing bridge
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DOI: 10.11779/CJGE20231192
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Rock landslide early warning in open-pit mine based on rockfall video monitoring
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DOI: 10.11779/CJGE20240026
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Study on elastoplastic constitutive model of granular materials considering meso-particle damage
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DOI: 10.11779/CJGE20240110
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Effects of occurrence form of free iron oxide on thermal conductivity of lateritic clay during drying and wetting
DOI: 10.11779/CJGE20240058
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Seismic Analysis of Hill-Water-Filled-Valley Composite Topography under Arbitrary Oblique Incident P- and SV-Waves
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DOI: 10.11779/CJGE20231271
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Influence of compaction and hydrophobic agent content on the breakthrough pressure of hydrophobic soil
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DOI: 10.11779/CJGE20240364
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Development and validation of three-way rigid true triaxial apparatus for soil
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DOI: 10.11779/CJGE20231256
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Analytical solution for 1-D thermo-consolidation process of semi-infinite saturated soil using similarity transformation method
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DOI: 10.11779/CJGE20240206
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The late-stage developmental and evolutionary characteristics of surface desiccation cracking in sacrifice area of the Sanxingdui site
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DOI: 10.11779/CJGE20231288
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A prediction method of ground surface settlement induced by bias tunnel based on stochastic medium theory
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DOI: 10.11779/CJGE20231121
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DEM-FDM coupled simulation of cone penetration tests in a virtual calibration chamber with sand
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DOI: 10.11779/CJGE20240172
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Seismic response study of free-field earthquakes in unsaturated soils with P-wave incidence under thermal effects
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DOI: 10.11779/CJGE20230841
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Effects of moisture content and freeze-thaw cycles on the compression and pore structure characteristics of expansive soils
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DOI: 10.11779/CJGE20230367
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Study on shear strength criterion and constitutive model of cemented sand and gravel
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DOI: 10.11779/CJGE20231104
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Study on seepage stability of the dispersive soil-structure interface
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DOI: 10.11779/CJGE20231237
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Analysis of ultimate bearing capacity of foundation based on variational limit equilibrium method
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DOI: 10.11779/CJGE20240146
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Preliminary Study on the Uniqueness of Stress-Strain Envelope Curves of Sand
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DOI: 10.11779/CJGE20230404
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Theoretical study on equivalent stiffness of F-type socket joint in rectangular pipe jacking tunnel
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DOI: 10.11779/CJGE20231165
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Efficient Identification Method for Soil Stratification by Optimization based on Cone Penetration Test and Joint Posterior Distribution of Variable Dimensionality
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DOI: 10.11779/CJGE20230715
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Study on elastic and plastic wetting mechanical parameters of rockfill based on deformation law
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DOI: 10.11779/CJGE20240247
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Study on torque sum method for slope stability analysis
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DOI: 10.11779/CJGE20231182
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Simple shear test and mechanical properties research on interface between extrusion wall and cushion layer of high concrete face rockfill dams
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DOI: 10.11779/CJGE20230839
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An unconstrained stress update algorithm based on the hyper dual step derivative approximation
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DOI: 10.11779/CJGE20240138
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Study on the proportional coefficient m of horizontal subgrade reaction for Shanghai clayey soils and engineering verification
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DOI: 10.11779/CJGE20240012
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Experimental Study on the Impact of the Starting of Shield Tunnels in Contact Channel Construction on Existing Shield Tunnels
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DOI: 10.11779/CJGE20231266
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Analytical solution of infiltration into single-layer cover under heavy rainfall events and its application for stability analysis
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DOI: 10.11779/CJGE20240158
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Research on dynamic characteristics of offshore wind power with bucket foundation based on field test
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DOI: 10.11779/CJGE20231183
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Research progress on the disturbance mechanism, evaluation methods, and control measures of soft clay sampling
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DOI: 10.11779/CJGE20231161
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The whole process coal permeability model of non-equilibrium evolution under the influence of gas pressure difference
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DOI: 10.11779/CJGE20231012
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Mechanical behavior and constitutive modelling of expansive soil under conditions of wetting and low confining stress
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DOI: 10.11779/CJGE20240079
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Cyclic liquefaction behavior of silty sand considering initial static shear effect: a DEM investigation
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DOI: 10.11779/CJGE20231008
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Red sandstone damage fracture and permeability characteristics under combined disturbance of cyclic loading and confining pressure unloading
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DOI: 10.11779/CJGE20240053
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Seismic Response Characteristics of Buried Segment Pipeline with Typical Cross-connections
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DOI: 10.11779/CJGE20231079
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Roof stability analyses of deeply-buried cavities based on nonlinear Baker criterion
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DOI: 10.11779/CJGE20230662
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The bearing capacity of pile foundation in soft clay under cyclic loading
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DOI: 10.11779/CJGE20240169
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Effect of polymer flocculant on silt plate and frame filter press dewatering and its influence mechanism
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DOI: 10.11779/CJGE20231212
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Monitoring service behavior of capillary barrier cover in semihumid areas and study on design parameters of anti-seepage
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DOI: 10.11779/CJGE20231251
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Centrifuge model tests study on the cratering effect on dynamic response of silo under shallow buried explosion
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DOI: 10.11779/CJGE20231169
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Study on three state variables-related constitutive model of coarse grained soil
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DOI: 10.11779/CJGE20230372
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Seismic Response of Underground Structure Based on Centrifuge Shaking Table Test in Liquefiable Site
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DOI: 10.11779/CJGE20231101
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Study of the tunnel face failure mechanism and soil arching effect in auxiliary air balanced shield using the three-dimensional Material Point Method
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DOI: 10.11779/CJGE20240222
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A hybrid method to identify pulse-like ground motions and pulse periods based on ST-CNN
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DOI: 10.11779/CJGE20230766
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Research on arch forming mechanism and overburden pressure calculation theory of shield butt section
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DOI: 10.11779/CJGE20231228
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Engineering properties and microstructure of sodium polyacrylate modified calcium bentonite
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DOI: 10.11779/CJGE20240103
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Experimental study on the acid erosion behavior of artificial rock joint plugged by MICP method
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DOI: 10.11779/CJGE20230874
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Liquid-retention behaviors of diesel contaminated soil considering the separation requirement of water and diesel
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DOI: 10.11779/CJGE20231268
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Analytical solution for vertical load transfer of cast-in-place pile considering shear-induced volumetric contraction across shaft-rock joints
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DOI: 10.11779/CJGE20240112
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Investigating Pb(II) adsorption properties of loess and biochar-amended loess using macroscopic and microscopic methods
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DOI: 10.11779/CJGE20231263
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Numerical Simulation Study on Load Transfer Mechanism of New TC-Anchor
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DOI: 10.11779/CJGE20231016
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Three-dimensional seismic stability analysis of unsaturated soil slopes
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DOI: 10.11779/CJGE20231125
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Multi–scale estimation method of soil moisture content based on distributed temperature information
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DOI: 10.11779/CJGE20221500
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A Method for Determining Nonlinear Foundation Reaction Coefficient of Shield Tunnels Based on UH Model
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DOI: 10.11779/CJGE20230919
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A rainfall infiltration model considering multiple layered spatial variability in the transition layer and its application in slope stability analysis
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DOI: 10.11779/CJGE20230996
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A simple cycle loading CSUH model
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DOI: 10.11779/CJGE20240202
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Research advances in chemicall interaction mechanism between highly compacted bentonite and pore solution
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DOI: 10.11779/CJGE20240208
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Understanding the governing equations of one-dimensional finite strain consolidation of saturated soils
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DOI: 10.11779/CJGE20240077
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Surface-wave free-field inversion based on dispersion property in layered media
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DOI: 10.11779/CJGE20231220
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Experimental Study On Bolting Effect Of Bolted Joint Rock Masses Considering Bolt Strength
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DOI: 10.11779/CJGE20231135
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Laboratory-scale model test on the stress and deformation mechanism of diaphragm wall under combined effect of dewatering and excavation
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DOI: 10.11779/CJGE20230889
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Calculation and analysis on load transfer behaviors of reamed precast concrete pile under core pile bearing
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DOI: 10.11779/CJGE20230745
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Dynamic response solutions of unsaturated soil foundation using the soil-water characteristic curve considering deformation effects
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DOI: 10.11779/CJGE20230800
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Study on delayed breaking time of rockfill materials particles
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DOI: 10.11779/CJGE20230074
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Deformation Characteristics and Reactivation Mechanism of Giant Ancient Landslide in Wumeng Mountain Area of Northeast Yunnan Province: A case study of the Daguan Ancient Landslide
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DOI: 10.11779/CJGE20231050
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Research on Mechanism and Application of In-Situ Oxidation in Low-Permeability Stratum with a Single Fracture
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DOI: 10.11779/CJGE20231293
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Multi-dimensional implementation of logarithmic dynamic skeleton constitutive model and its application in ABAQUS
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DOI: 10.11779/CJGE20231021
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Modification of scale effect on constitutive model parameters using super large-scale triaxial tests and in-situ monitoring data
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DOI: 10.11779/CJGE20230667
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Nonlinear softening Cosserat continuum model and its application in finite element analysis for strain localization of soil
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DOI: 10.11779/CJGE20230399
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Dual channel seepage model of cracked soil tunnels under rainfall infiltration
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DOI: 10.11779/CJGE20231215
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Experimental study on chemical damage and mechanical property degradation of reservoir rocks in the process of CO2 geological storage in a saline aquifer
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DOI: 10.11779/CJGE20240023
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Comparison of Different Site Classification Methods Based on Statistical Analysis of Strong Ground Motion Records
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DOI: 10.11779/CJGE20240109
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Study on cyclic shearing characteristics of calcareous sand-snake skin-inspired interfaces
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DOI: 10.11779/CJGE20231283
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Accumulative deformation law and control of the compacted lateritic soil under the coupled action of wetting and dynamic loading
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DOI: 10.11779/CJGE20231281
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Study on Freeze-thaw Performance and Micro-mechanism of Canal Foundation Silt Treated by MICP
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DOI: 10.11779/CJGE20231014
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Experimental study on dynamic characteristics of saturated undisturbed expansive soil with different fissure orientations under cyclic loading
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DOI: 10.11779/CJGE20230951
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A strain-based model for development of excess pore water pressure in saturated sand under anisotropic consolidation
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DOI: 10.11779/CJGE20231122
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Regular triangular prism-quasi inscribed sphere unit cell model for effective thermal conductivity of geomaterials
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DOI: 10.11779/CJGE20230900
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Experimental investigation on cyclic failure criteria for marine clay based on energy method
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DOI: 10.11779/CJGE20230730
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Study on shear mechanical properties and empirical formula of infilled rock joints
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DOI: 10.11779/CJGE20231194
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Study on Sludge Solidification Based on Carbon Dioxide foam Cement Slurry
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DOI: 10.11779/CJGE20230869
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Tests on Object Motion in Centrifugal Hypergravity Field and Analysis of Rainfall Simulation
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DOI: 10.11779/CJGE20240046
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Capillary water height of silt with fractal grain distribution
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DOI: 10.11779/CJGE20230426
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Review and Investigation on Stress Sensitivity of Naturally Sedimentary Soils
DOI: 10.11779/CJGE20231195
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Experimental study on diffusion characteristics of backfill grouting in loess shield tunnel under the effect of moisture content
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DOI: 10.11779/CJGE20230380
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Experiment study and mechanism analysis of chelating agent enhanced on electrokinetic removal of copper and lead from loess
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DOI: 10.11779/CJGE20220737
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Critical sliding surface theorem and numerical solution based on lower bound model
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DOI: 10.11779/CJGE20230988
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Study on the influence of large section pipe curtain box culvert jacking on surface deformation
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DOI: 10.11779/CJGE20231118
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Prediction and Control of Vibrations Induced by Shield Tunneling in Hard Rock Strata for Conservation of the White Tower
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DOI: 10.11779/CJGE20240009
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Study on dynamic compressive strength model of rock-steel fiber reinforced concrete composite layer
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DOI: 10.11779/CJGE20230686
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Invention and application of a new simple shear apparatus with stacked steel sheets for fine grained soil
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DOI: 10.11779/CJGE20230876
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Reinforcement mechanism and parameter analysis of horizontal high-pressure jet grouting pile for Tertiary semi-diagenetic water-rich sandstone tunnel
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DOI: 10.11779/CJGE20230877
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Experimental Study on the Characteristics of High-pressure Foam Fracturing
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DOI: 10.11779/CJGE20231216
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Calculation method for the overlying shield tunnel uplift subjected to underlying grouting in soft clayey ground
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DOI: 10.11779/CJGE20230775
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Seismic Fragility Analysis Method for the Evaluation of Dislocation Resistance of Tunnels Crossing Active Fault Zones
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DOI: 10.11779/CJGE20230610
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Drill Optimization Method utilizing the Local Coupled Markov Chain Model
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DOI: 10.11779/CJGE20230927
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Time-dependent solution for ground settlement induced by excavation in soft clay
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DOI: 10.11779/CJGE20230727
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Experimental study on solidification/stabilization of Cr(VI) contaminated soil by alkali-activated ground granulated blast furnace slag
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DOI: 10.11779/CJGE20230991
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Face stability analysis of shield-driven tunnels using multi-tangent technique
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DOI: 10.11779/CJGE20231160
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Zonal coupling analysis method of seismic response of offshore monopile wind turbine
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DOI: 10.11779/CJGE20231025
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Radial filtration model for prefabricated vertical drain treatment of slurry considering Poisson’s effect
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DOI: 10.11779/CJGE20231124
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Two-dimensional elastic-plastic analysis of cylindrical cavity expansion considering uniform shear stress around the hole
DOI: 10.11779/CJGE20230861
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Study on rheological property and filter-cake formation performance of slurry containing walnut shell in high permeability sand stratum
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DOI: 10.11779/CJGE20230852
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Experimental study on mechanical properties of sandy clayey purple soil cemented by a new EICP grouting method
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DOI: 10.11779/CJGE20230796
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In-situ experimental study on pore-water pressure response and consolidation mechanism of the surface sediments in tidal flat of Yellow River delta under tide and wave loading
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DOI: 10.11779/CJGE20230572
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Analysis of rheological properties and film forming mechanism of anti-seawater deterioration slurry for slurry shield
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DOI: 10.11779/CJGE20230904
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Numerical study of three-dimensional rock fracture permeability properties under coupled stress-seepage-dissolution process
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DOI: 10.11779/CJGE20231061
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Degradation of EICP and Biopolymer Treated Calcareous Silt Under Dry-wet Cycles
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DOI: 10.11779/CJGE20230748
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Research on the modification of structured Cam Clay model based on triaxial undrained effective stress path
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DOI: 10.11779/CJGE20231243
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The Methane Removal Efficiency in Biochar-Methanotroph-Clay Landfill Cover
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DOI: 10.11779/CJGE20230864
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Analysis of Controlling Horizontal Deformation of Pile by Capsule Expansion Technique
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DOI: 10.11779/CJGE20230993
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Analysis on permanent displacement of slopes under the multi-point earthquake ground motions considering site effects
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DOI: 10.11779/CJGE20231282
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A unified constitutive model of dual-yield surface for warm frozen soil and its verification
DOI: 10.11779/CJGE20231031
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Experimental Study on the Influence of Formation Lateral Pressure Coefficient on the Mechanical Properties of Double-Layer Lining Structure in Shield Tunnel
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DOI: 10.11779/CJGE20230909
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Experimental Study on Seepage Characteristics of Columnar Jointed Rock Mass with Different Cross-Section Shapes
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DOI: 10.11779/CJGE20230925
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Investigations on Thermomechanical Behavior of Energy Piles Considering Bearing Stratum Effects at Pile End
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DOI: 10.11779/CJGE20230710
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Two-dimensional migration characteristics for contaminant considering time-dependent contaminant source and GM defect
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DOI: 10.11779/CJGE20230833
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A three-dimensional limit equilibrium method for rock slopes based on constructed normal stress distribution of sliding surfaces and its application
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DOI: 10.11779/CJGE20230753
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Study on engineering properties and environmental safety of bio-stimulated MICP treated lead-contaminated soil
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DOI: 10.11779/CJGE20230749
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Solution and application of the maximum movable block in tunnel surrounding rock
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DOI: 10.11779/CJGE20230826
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Analytical solution of equivalent stiffness of shield tunnel with consideration of incorporating combined action of longitudinal channel steel and axial force
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DOI: 10.11779/CJGE20230650
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Thermal cracking mechanism of granite during heating and cooling processes
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DOI: 10.11779/CJGE20230709
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Study on the influence of steel casing backspin construction between parallel tunnels based on DEM-FDM coupling method
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DOI: 10.11779/CJGE20231120
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Study on ultimate seismic capability of high earth-rock dam based on stochastic dynamic analysis
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DOI: 10.11779/CJGE20230690
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Analytical solution for the seepage field and spewing discrimination in the propulsion process of earth pressure balance shield
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DOI: 10.11779/CJGE20230633
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Experimental Study on Internal One-Dimensional Heat Conduction Law of Granite under High-Temperature Thermal Shock
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DOI: 10.11779/CJGE20230576
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Mechanical response and micro-mechanism of humus soil solidified by industrial solid waste-cement
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DOI: 10.11779/CJGE20230780
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Constitutive model for the interface between concrete slab and rockfill and its application
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DOI: 10.11779/CJGE20230758
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Influence of In-situ Stress on Distribution Characteristics of Rock Blasting Fragmentation
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DOI: 10.11779/CJGE20230714
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Electrochemical characteristics of phase transition process in sodium chloride saline soil during cooling
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DOI: 10.11779/CJGE20231193
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FDEM simulation method for granular materials based on exact scaling and coarse-grained
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DOI: 10.11779/CJGE20230754
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On prevention and control mechanism of deep hole blasting in deep mining
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DOI: 10.11779/CJGE20230873
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Preliminary study on ecological sand fixation effect of biopolymers
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DOI: 10.11779/CJGE20221268
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Experimental study on mechanical properties of grout/ground interface of fully bonded anchors in cohesive soil layer
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DOI: 10.11779/CJGE20230860
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Experimental study on progressive collapse of tied-back retaining system of excavations induced by partial over-excavation or surcharge loading
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DOI: 10.11779/CJGE20230718
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Estimation of pipeline responses induced by shield tunnelling considering gap formation and soil yielding
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DOI: 10.11779/CJGE20230688
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Model test study on performance between DSM pile and CS-DSM pile
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DOI: 10.11779/CJGE20230791
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Repetitive shear mechanical properties and constitutive model of jointed sandstone under heat-wet cycle
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DOI: 10.11779/CJGE20230652
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Hypothesis of Soil mechanics and Its Application in Modeling
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DOI: 10.11779/CJGE20230855
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Synchronous grouting diffusion and parameter optimization of shield tunnel based on discrete element method
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DOI: 10.11779/CJGE20230726
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Field test on the performance of diaphragm wall for an ultra-deep excavation in Shanghai soft ground
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DOI: 10.11779/CJGE20230760
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Field mechanical test study on stress characteristics of unequal-span ten-lane four-arch tunnel support structure
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DOI: 10.11779/CJGE20230722
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A non-Fourier law-based peridynamic thermo-mechanical coupling model and simulation of thermal damage and fracture in granite
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DOI: 10.11779/CJGE20230769
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Advances in physical interaction mechanism between highly compacted bentonite and pore solution
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DOI: 10.11779/CJGE20230811
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Study on dynamic optimization method of statistics of soil dry density of earth-rockfill materials
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DOI: 10.11779/CJGE20230824
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Study on Mechanism of Instability Induced Scour of Thick Hard Rock-Coal Pil-lar Structure in Deep Mining Height Fully Mechanized Working Face
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DOI: 10.11779/CJGE20230892
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Soil-Water Characteristics and Dynamic Responses of Compacted Clay with Different Moisture and Temperature Histories
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DOI: 10.11779/CJGE20230902
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Experimental research on the application of alkali residue-based lightweight soil subgrade filling
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DOI: 10.11779/CJGE20230955
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Simplified design method of pressure reduction and anti-floating for blind drain of underground structure
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DOI: 10.11779/CJGE20230966
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The Influence of Constitutive model for Rockfill Material on the Calculated Stress and Deformation of Concrete-Faced Dam
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DOI: 10.11779/CJGE20230644
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Experimental study on undrained thixotropic cyclic resistance characteristics of the marine soft clay
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DOI: 10.11779/CJGE20230807
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Permeability of PVC-P geomembrane at the peripheral joints of high membrane faced rockfill dams
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DOI: 10.11779/CJGE20230744
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Study on the effect of pH on MICP curing of cadmium contaminated tailings
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DOI: 10.11779/CJGE20231051
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Experimental study on the mechanical behavior of sand and silty clay under vertical unloading
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DOI: 10.11779/CJGE20230850
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Centrifuge investigation on the inclination of 2×2 energy pile group subjected to non-symmetrical cyclic thermal loading
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DOI: 10.11779/CJGE20230678
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基于EDEM及Archard接触模型的砂卵石地层盾构刀具磨损特征研究
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DOI: 10.11779/CJGE20230723
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Construction and application of two-dimensional axisymmetric temperature field model for high-level radioactive waste disposal repository
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DOI: 10.11779/CJGE20230253
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Field tests on the penetration process of composite bucket foundation for offshore wind turbines
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DOI: 10.11779/CJGE20220157
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Theoretical equation to predict permeability coefficient for unsaturated sandy soils and its application in the quality analysis of pavement drainage base layer
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DOI: 10.11779/CJGE20221049
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Retention and transport behavior of silicon micropowder in sand under periodical water level fluctuations
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DOI: 10.11779/CJGE20221229
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