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    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).
    A Multi-Arch Analytical Model for Predicting Ground Settlement Induced by Twin Rectangular Tunnels Considering Soil Arching Effects
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    DOI: 10.11779/CJGE20250431
    Abstract
    On Changing Patterns of Consolidation Coefficient during Consolidation for Naturally Sedimentary Soils
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    DOI: 10.11779/CJGE20250739
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    Investigation on an improved endochronic damage constitutive model accounting for micro-damage in brittle rocks.
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    DOI: 10.11779/CJGE20250458
    Abstract
    Experimental study on the influence of synchronous shield grouting parameters on earth pressure and grout distribution in sandy soil stratum
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    DOI: 10.11779/CJGE20250758
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    Influences of Pore-Occupying Media on Strength of Hydrate-Bearing Sediments by Triaxial Tests
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    DOI: 10.11779/CJGE20250040
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    Experimental Study on the application of magnesium oxide-based steel pipe carbonization composite pile (MSCP)
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    DOI: 10.11779/CJGE20250383
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    Method of continuously drying and solidifying fluid mud using phosphogypsum-based powder
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    DOI: 10.11779/CJGE20250713
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    A constitutive model for methane hydrate-bearing sediment incorporating dissociation induced deformation
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    DOI: 10.11779/CJGE20250305
    Abstract
    Optimization of Alkali-Activated Fly Ash-Phosphogypsum for Expansive Soil Stabilization Using Response Surface Methodology: An Experimental Study
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    DOI: 10.11779/CJGE20250532
    Abstract
    Post-earthquake performance recovery models for shield tunnels based on semi-Markov process: development and application
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    DOI: 10.11779/CJGE20250396
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    Egg-shaped slip surface slope stability analysis method based on uniform strength
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    DOI: 10.11779/CJGE20250788
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    Swelling yield characteristics of expansive soils under unloaded and loaded conditions
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    DOI: 10.11779/CJGE20241234
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    A Review on the Microstructural Characteristics of Montmorillonite and Its Water Adsorption Mechanisms
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    DOI: 10.11779/CJGE20250275
    Abstract
    3D Rock Fracture Characterization Based on Monocular Depth Estimation and Instance Segmentation
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    DOI: 10.11779/CJGE20250619
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    Numerical analysis of shaft excavation-induced rebound and soil disturbance in deep sand deposit
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    DOI: 10.11779/CJGE20250463
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    Research on the Influence of Characteristic Parameters of Seepage-proof grouting ring on Water Sealing Performance of Underground Rock Cavern Oil Storage
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    DOI: 10.11779/CJGE20250462
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    Study on the degradation of mudstone mechanical properties under the coupling of stress-dry and wet cycles
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    DOI: 10.11779/CJGE20250502
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    Experimental study on intermittent PHD-PVD vacuum preloading treatment of dredged slurry foundations
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    DOI: 10.11779/CJGE20250559
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    Study on the driving mechanism of root layer separation and disease hydrothermal coupling of soil sites under vegetation cover and snow cover
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    DOI: 10.11779/CJGE20250498
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    Research on the scouring evolution model for slope based on LBM-DEM
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    DOI: 10.11779/CJGE20250311
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    Study on non-destructive evaluation model of four-electrode resistivity in geotechnical media
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    DOI: 10.11779/CJGE20250485
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    Experimental Study on the Erosion Morphology of Sand Considering Progressive Development of Leakage Points
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    DOI: 10.11779/CJGE20250584
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    Study on the Electrical Conductivity Characteristics and Modeling of Sand Considering Particle Morphology
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    DOI: 10.11779/CJGE20250408
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    Study on dynamic characteristics of liquefied flow-slip saturated loess induced by Jishishan earthquake in Zhongchuan, Qinghai Province
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    DOI: 10.11779/CJGE20250427
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    Experimental study on in situ rainfall infiltration characteristics of heterogeneous cobble-boulder mixed soil
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    DOI: 10.11779/CJGE20250565
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    The "p-y + M-θ" model for cyclic laterally-loaded rigid piles in sand
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    DOI: 10.11779/CJGE20250348
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    Investigation on the Deterioration Effect of Fracture Properties of Fractured Sandstone Under Wet-Dry Cycles
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    DOI: 10.11779/CJGE20250589
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    Evolution and mechanism of cracks in loess modified by biopolymers under dry-wetting cycle effect
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    DOI: 10.11779/CJGE20250257
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    Investigation into the evolution of wetting-induced collapse damage in unsaturated loess using real-time CT scanning
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    DOI: 10.11779/CJGE20250368
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    Study on dynamic compaction test and optimal parameters for humidification of loess high fill site
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    DOI: 10.11779/CJGE20250363
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    Improvement and Application of the Cross-Correlation Method for Wave Velocity Measurement in Soils
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    DOI: 10.11779/CJGE20250325
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    Experimental Research on Dynamic Shear Characteristics of Multi-layered Geosynthetic Composite Liners
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    DOI: 10.11779/CJGE20250561
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    Experimental study on the treatment of soil-rock mixture by pneumatic vibration probe compaction method based on "Brazil nut effect"
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    DOI: 10.11779/CJGE20250221
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    A Reconstruction Method for Internal Deformation of Landslide Deposits Based on DHPC-VAE Model Using Surface Apparent Data Mapping
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    DOI: 10.11779/CJGE20250478
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    Study on seismic isolation performance of composite foundation based on seismic metamaterial theory under near-fault ground motion
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    DOI: 10.11779/CJGE20250061
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    Experimental and numerical study on permeability hysteresis of a single fracture subjected to loading and unloading of confining pressure
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    DOI: 10.11779/CJGE20250322
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    Centrifugal shaking table tests on dynamic response of tripod bucket jacket foundation based on repowering strategy
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    DOI: 10.11779/CJGE20250590
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    Mechanical properties and microstructure failure mechanism of gravel with prefabricated fissures under the freeze-thaw cycles
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    DOI: 10.11779/CJGE20250151
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    Thermal conductivity of GMZ bentonite blocks under thermal-chemical conditions
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    DOI: 10.11779/CJGE20241210
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    Experimental study of transparent soil on the effect of particle shape on erosion within interrupted graded soils
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    DOI: 10.11779/CJGE20241009
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    Study on failure characteristics and soil pressure change of simply supported beam bridge across fault under creep fault
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    DOI: 10.11779/CJGE20240923
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    Physics informed neural networks for analyzing m-method in pile foundations
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    DOI: 10.11779/CJGE20250287
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    Field test and analysis of pore pressure in clay-limestone foundation
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    DOI: 10.11779/CJGE20250225
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    Field study on the bearing capacity and deformation characteristics of rock-socketed piles with large diameter and length
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    DOI: 10.11779/CJGE20250301
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    Meso-mechanism for stress transition within granular assemblies
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    DOI: 10.11779/CJGE20240991
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    A new method for detection site liquefaction trigger time based on strong motion records
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    DOI: 10.11779/CJGE20250056
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    Analysis of softening characteristics of surrounding rock in plastic zones of deep roadways
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    DOI: 10.11779/CJGE20250276
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    Development of PLC-controlled bender element array and its implementation in laterally loaded pile experiments
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    DOI: 10.11779/CJGE20250038
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    Experimental and Momentum Analysis of Double-Layered Sand Fluidization Induced by Localized Seepage
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    DOI: 10.11779/CJGE20250212
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    Experimental study on inclined and vertical form retaining wall model and deformation control of soft soil foundation pit
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    DOI: 10.11779/CJGE20250209
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    Experimental study on anchor group effect of continuous ball shaped anchors
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    DOI: 10.11779/CJGE20250312
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    Hydro-mechanical-chemical coupling effect on the hydraulic conductivity of geosynthetic clay liner
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    DOI: 10.11779/CJGE20230373
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    Effect of Emerging Pollutant PFAS Exposure on Hydraulic Conductivity of Bentonite and Multi-Scale Mechanistic Investigation
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    DOI: 10.11779/CJGE20250414
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    Study on the construction mechanical behavior of pile foundation group for shield structure crossing overpasses in water-rich pebbly sand stratum
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    DOI: 10.11779/CJGE20240317
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    Analytical Solution for Hydrodynamic Pressure Response in Tubes of Defective Piles Under Vertical Excitation
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    DOI: 10.11779/CJGE20250316
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    Evaluation of the compatibility and differences of liquefaction prediction methods based on different in-situ tests
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    DOI: 10.11779/CJGE20250367
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    Deterioration effect on thermal conductivity of bentonite as a buffer material in hype-temperature conditions
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    DOI: 10.11779/CJGE20250030
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    Numerical simulation of structural response of composite lining in deep buried high pressure water conveyance tunnel
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    DOI: 10.11779/CJGE20250270
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    Prediction Model for Disturbance Induced by Shield Tunneling Underneath Existing Tunnels and Optimization of Tunneling Parameters
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    DOI: 10.11779/CJGE20240839
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    Influence of soil plastic deformation on seismic response of a precast horseshoe tunnel structure
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    DOI: 10.11779/CJGE20241127
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    The influence of embedded discontinuous rock on hydraulic fractures propagation behaviors of hot dry rock in Gonghe Basin
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    DOI: 10.11779/CJGE20240437
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    The laterally static loading test of the closed rock-socketed diaphragm walls
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    DOI: 10.11779/CJGE20250112
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    Study on the Ice Nucleation Active Bacteria-Based Strength Enhancement Characteristics and Model of High-Temperature Frozen Soil
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    DOI: 10.11779/CJGE20250179
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    Study on the Correspondence between Internal Deformation and Surface Deformation of Progressive Retrogressive Landslides Based on Centrifuge Simulation
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    DOI: 10.11779/CJGE20250211
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    Mechanism and countermeasures of water and sand gushing in shield tunnel based on CEL method integrating seepage analysis
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    DOI: 10.11779/CJGE20250046
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    Study on the Hydration and Mechanical Behavior of Montmorillonite Based on Molecular Dynamics Simulations
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    DOI: 10.11779/CJGE20250289
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    Return mapping algorithm and numerical implementation based on a dual-yield surface elastoplastic model
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    DOI: 10.11779/CJGE20250024
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    Prediction of settlement of existing tunnels to a new tunnel excavation underneath based on nonlinear subgrade reaction
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    DOI: 10.11779/CJGE20250429
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    Study on Sand Stabilization Technology Based on the Growth of Filamentous Fungi
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    DOI: 10.11779/CJGE20250307
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    Research on Large-Scale Triaxial Tests of TDA-Modified Ballast with Different Shapes
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    DOI: 10.11779/CJGE20250292
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    Volume change behavior of municipal solid waste at shallow depths within landfills: impact from variation of atmospheric temperature
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    DOI: 10.11779/CJGE20250253
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    Experimental Study on the Mechanical Behavior of Helical Anchors during Installation by Rotation and Uplift in Transparent Clay Models
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    DOI: 10.11779/CJGE20250324
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    Development of Remote Real Time Monitoring System for Ground Surface Subsidence Based on Computer Vision
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    DOI: 10.11779/CJGE20241222
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    Study on engineering characteristic and mechanism of compression type ground anchor in granite residual soil
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    DOI: 10.11779/CJGE20250317
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    Unified phase-field numerical simulation and resilience evaluation on crack damage evolution of shield tunnels in saturated soft soil
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    DOI: 10.11779/CJGE20241244
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    Centrifuge test of face stability in sand-clay layered strata with different interlayer angles
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    DOI: 10.11779/CJGE20250108
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    Experimental study on the performance of alkali modified fly ash enhanced MICP solidified sand
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    DOI: 10.11779/CJGE20241280
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    A Discrete Element Modeling Study on CPT Penetration of Calcareous Sand Considering Dual Porosity Structure
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    DOI: 10.11779/CJGE20240888
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    The influence of installation effects on the bearing characteristics of piles under lateral cyclic loading in sand
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    DOI: 10.11779/CJGE20250074
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    Nonlinear Consolidation Analysis of Soft Soil Foundations Considering Large Strain and Non-Darcian Flow under Temperature Effects
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    DOI: 10.11779/CJGE20250079
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    Study on instability failure characteristics and prediction of dispersed soil slope induced by rainfall
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    DOI: 10.11779/CJGE20241165
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    Parameter Inversion of Slip Zone Soil Based on Adaptive Sampling and Surrogate Models
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    DOI: 10.11779/CJGE20241295
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    Measurement method of time-varying degradation characteristics of rockfill particle strength and its preliminary application
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    DOI: 10.11779/CJGE20250206
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    Cross-scale theoretical prediction model for the hydration swelling pressure of compacted bentonite
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    DOI: 10.11779/CJGE20250099
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    Theoretical Analysis of Mud Flow in Large-scale Horizontal Directional Drilling Based on Herschel-Bulkley Fluid
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    DOI: 10.11779/CJGE20241146
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    Simulation of closed- and open-ended pile installation in sand using a domain-decomposition coupled FEM-DEM multiscale approach
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    DOI: 10.11779/CJGE20250044
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    Effect of reinforcement connection form on seismic performance of reinforced soil retaining wall in limited space
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    DOI: 10.11779/CJGE20250242
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    Triaxial test study on the mechanical properties of TBM muck with consideration of its soil structure
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    DOI: 10.11779/CJGE20250018
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    Theoretical analysis for the longitudinal seismic response of shield tunnel by considering axial force and variable stiffness
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    DOI: 10.11779/CJGE20241228
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    Study on the scattering characteristics of P-waves by shallow buried cavities in unsaturated porous media
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    DOI: 10.11779/CJGE20250123
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    Experimental study on synergistic electroosmotic treatment of soft soil with green carbonaceous materials
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    DOI: 10.11779/CJGE20250064
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    Experimental Study on the Moisture Migration Law of Soils under Dynamic Slaking Conditions
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    DOI: 10.11779/CJGE20241053
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    Field Trial and Laboratory Study of Soil-Composite Organics-Amended Bentonite Vertical Barriers: Hydraulic Conductivity Evaluation
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    DOI: 10.11779/CJGE20241288
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    Study on shield thrust loss caused by segment removal of subway through the ground fissures fortification section via "shield before expansion" method
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    DOI: 10.11779/CJGE20241199
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    Field trial of solidifying/stabilizing multi-heavy metals-contaminated soil using phosphorus-based binders
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    DOI: 10.11779/CJGE20241223
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    Generation and discrete element modelling of multilevel-polydisperse shape distributions of geotechnical particles.
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    DOI: 10.11779/CJGE20241098
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    DOI: 10.11779/CJGE20250208
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    Analysis of deformation and failure mechanism of shallow buried bias loess tunnel induced by fracture dominant infiltration under rainfall environment
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    DOI: 10.11779/CJGE20240862
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    Relationship of Shear Strength Index Tested by Direct Shear Test and Triaxial Test
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    DOI: 10.11779/CJGE20241220
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    Exploration of the Solidification/Stabilization Law and Mechanism of Lead-Contaminated Abandoned Clay under Hydrothermal Condition
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    DOI: 10.11779/CJGE20250003
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    Upper Bound Solution for Ultimate Uplift Bearing Capacity Analysis of Suction Caisson Foundations Based on the Reverse Meyerhof Failure Mechanism
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    DOI: 10.11779/CJGE20241185
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    Bayesian inverse analysis of unsaturated slope parameters using fine-tuning deep operator network model
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    DOI: 10.11779/CJGE20250067
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    Application Research of Electromagnetic Wave CT Technology Based on Genetic Algorithms in the Evaluation of Deep Foundation Grouting Reinforcement Effects
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    DOI: 10.11779/CJGE20250171
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    Interface strength behavior of saturated clay under fully undrained condition
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    DOI: 10.11779/CJGE20241101
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    Analyses of deformation behaviors of subway excavations and frequent through-wall leaking hazards in water-rich sandy strata
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    DOI: 10.11779/CJGE20241269
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    Study on the evolution of critical state and constitutive modeling for calcareous sand under anisotropic consolidation paths
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    DOI: 10.11779/CJGE20241198
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    Analysis of mesoscopic damage evolution in freeze-thawed sandstone under dynamic disturbance
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    DOI: 10.11779/CJGE20241270
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    Creep characteristics and deterioration mechanism of limestone under stress and water-rock coupling
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    DOI: 10.11779/CJGE20241037
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    Research on rapid dynamic assessment of rainfall-induced check dam breach disasters in the Loess Plateau
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    DOI: 10.11779/CJGE20241002
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    3D Visualization and Quantitative Characterization of Granite Damage under True Triaxial Stress Conditions
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    DOI: 10.11779/CJGE20241261
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    Theoretical and Practical Application of Tube Seismic Method for Pile Integrity Testing
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    DOI: 10.11779/CJGE20250019
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    Study on shear characteristics and microscopic mechanism of rock joint reinforced by MICP
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    DOI: 10.11779/CJGE20241224
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    Study on physical-mechanical and sealing performance of flexible polymer mortar
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    DOI: 10.11779/CJGE20241209
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    Mechanical Behavior and Microscopic Mechanism of Soft Clay Stabilized by Red Mud, Phosphogypsum and Cement
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    DOI: 10.11779/CJGE20250062
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    Experimental study on mechanisms governing gas migration in saturated sands and resultant soil deformation
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    DOI: 10.11779/CJGE20241030
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    Numerical study on the response of slope subjected to short-duration heavy rainfall using the MPM
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    DOI: 10.11779/CJGE20241113
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    Hydraulic response and oxygen barrier performance of earthen cover constructed with solid wastes: from soil column test to field demonstration
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    DOI: 10.11779/CJGE20241169
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    Experimental study of negative pressure suction-magnetic convergence dynamic water grouting in rough fissures under different inclination angles
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    DOI: 10.11779/CJGE20240977
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    Mechanical properties and local damage evolution of granulite under water-rock interaction
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    DOI: 10.11779/CJGE20241151
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    Effect of Fine Particle Pollution on Pull-out Behavior of Reinforced Soil Interface of the Base Macadam Filler
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    DOI: 10.11779/CJGE20241140
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    Study on the Diversion Mechanism of Drip flow in Different Rock Mass Intersection Fracture Structures
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    DOI: 10.11779/CJGE20241033
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    Experimental study on structural response and failure mode of arched pipeline tunnel with straight walls under reverse fault
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    DOI: 10.11779/CJGE20241170
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    Mechanical behavior and mesoscopic failure mechanism of high-temperature granite under different cooling methods in Brazilian tensile tests
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    DOI: 10.11779/CJGE20241039
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    Phase-field modeling of thermo-mechanical coupled brittle fracture for transversely isotropic rock
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    DOI: 10.11779/CJGE20240984
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    Soil liquefaction evaluation method based on soil behavior type classification chart and its indices from cone penetration testing
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    DOI: 10.11779/CJGE20240293
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    A decoupled ALE method of implicit stabilized node-based smoothed finite element and its applications to large deformation analysis
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    DOI: 10.11779/CJGE20240702
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    Theoretical Analysis of Dynamic Response of Irregular-Shaped Piles under Vertical Dynamic Loading
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    DOI: 10.11779/CJGE20240296
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    Research on structural carbon dioxide hydrate bearing clay simulations with discrete element method
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    DOI: 10.11779/CJGE20240141
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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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