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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).
    Porosity-Tensile Fracture-Strength Characteristics of MICP-Repaired Rock Fractures
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    DOI: 10.11779/CJGE20250879
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    Fluorescence-visualization experimental system for flow-dissolution dynamics in salt rock fractures and the impact of roughness
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    DOI: 10.11779/CJGE20251024
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    Fracture features and blasthole spacing of water-coupled presplitting blasting under in-situ stress
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    DOI: 10.11779/CJGE20250942
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    The Unified Calculation Formula of Non-orthogonal Elastoplastic Models for Geomaterials
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    DOI: 10.11779/CJGE20250562
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    An approach of proportioning multi-source curing agents based on three chemical moduli
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    DOI: 10.11779/CJGE20250754
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    Lateral stability analysis method for mountain tunnel-type air storage caverns
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    DOI: 10.11779/CJGE20250830
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    Study on the steep decrease in the pressure-dependent critical state stress ratio of remolded deep clay
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    DOI: 10.11779/CJGE20250836
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    Dynamic response characteristics of floating pipe piles considering the three-dimensional soil deformations
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    DOI: 10.11779/CJGE20250918
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    Development and application of portable tilt tester for basic friction angle of rock joint
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    DOI: 10.11779/CJGE20250838
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    Mechanism of Influence of Fine-Grained Content and Mineral Characteristics in Compressive Fault Fracture Zone on Evolution of Seepage Characteristics
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    DOI: 10.11779/CJGE20250898
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    Study on Dewatering Effect and Heavy Metal Removal Mechanism of Riverbed Mud Treated by Vacuum Preloading - Radial Electroosmosis Technology
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    DOI: 10.11779/CJGE20250577
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    Inversion of wetting deformation parameters for core wall rockfill dam considering parameter uncertainty
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    DOI: 10.11779/CJGE20250901
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    Rainfall erosion resistance of slope models stabilized by biostimulated MICP technology
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    DOI: 10.11779/CJGE20250794
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    Principal Stress Rotation of Surrounding Rock Induced by Soft Rock Roadway Excavation and Its Engineering Applications
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    DOI: 10.11779/CJGE20250731
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    Visual experimental investigation into fracture formation and particle migration in hydrate-bearing sediments during hydrate exploitation
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    DOI: 10.11779/CJGE20250076
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    Experimental Study on the strength and crack characteristics of reinforced expansive soil under dry-wet cycle based on small size samples
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    DOI: 10.11779/CJGE20250693
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    Effect of internal configuration on the embedment behavior of tandem plate anchors
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    DOI: 10.11779/CJGE20250691
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    Evolution of pore characteristics and modeling of unfrozen water content in frozen weakly expansive soils for high-speed rail foundations
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    DOI: 10.11779/CJGE20250467
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    Study on Longitudinal Seismic Response of Strait-crossing Shield Tunnels under Near-Fault Seismic Wave
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    DOI: 10.11779/CJGE20250601
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    Research on flexural performance of lining segment longitudinal joints in pressurized water-conveyance tunnels considering detailed structures
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    DOI: 10.11779/CJGE20250750
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    State of the Art on the Reuse of Existing Pile Foundations
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    DOI: 10.11779/CJGE20250904
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    Model Test Study on the Jacked Piling Mechanism and Vertical Bearing Characteristics of Open-Ended Double-Wall Pipe Piles
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    DOI: 10.11779/CJGE20250881
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    Development of Red Mud-Based Binder and Experimental Study on Solidifying Lead-Contaminated Soil
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    DOI: 10.11779/CJGE20250991
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    Curvature-Forming Mechanism and Thrust Control Mechanical Model for Curved Rectangular Pipe Jacking
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    DOI: 10.11779/CJGE20250720
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    Study on the elastoplastic constitutive model of transversely isotropic unsaturated loess
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    DOI: 10.11779/CJGE20250378
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    Experimental study on deformation failure mechanisms of expansive soil slopes containing preexisting fissures under groundwater influence
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    DOI: 10.11779/CJGE20250674
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    Decomposition Path Dependency of Shear Strength in Hydrate-Bearing Sediments Under Phase Transition Conditions
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    DOI: 10.11779/CJGE20250767
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    Conductive drainage board electro-osmosis combined with vacuum preloading for reinforcing soft soil in tidal flats
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    DOI: 10.11779/CJGE20250389
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    Prediction and Uncertainty Analysis of Soil-Bentonite Permeability Using Monte Carlo Dropout and Bayesian Variational Inference
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    DOI: 10.11779/CJGE20250440
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    Characterization of Heterogeneous Slope Parameters and Failure Risk Assessment Using the Constraint Seed Method
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    DOI: 10.11779/CJGE20250779
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    Complex permittivity of karst medium in frequency domain and attenuation characteristics of ground penetrating radar signal
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    DOI: 10.11779/CJGE20250400
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    Optimization of biomineralization process parameters for granite residual soil and its anti-disintegration
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    DOI: 10.11779/CJGE20250786
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    HDTMA-Modified Bentonite Vertical Barrier for Retaining Per- and Polyfluoroalkyl Substances
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    DOI: 10.11779/CJGE20250956
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    Experimental design for centrifuge tests on Seismic Damage Response of Triple-caisson-supported Jacket Foundation of OWTs in Layered site
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    DOI: 10.11779/CJGE20250346
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    Residual shear strength prediction model for rock joints based on multi-source data and multi-dimensional influencing factors
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    DOI: 10.11779/CJGE20250865
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    Simulation of the Erosion Process in Porous Media Based on Particle-Seepage Coupling
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    DOI: 10.11779/CJGE20250350
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    Analytical solutions and application analysis of transient seepage of water in the unsaturated vegetated soil under a time-varying rainfall condition
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    DOI: 10.11779/CJGE20250371
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    Study on the Mechanism of Uplift Instability of Pipelines on Liquefiable Seabed Under Wave Action
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    DOI: 10.11779/CJGE20241214
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    Study on the morphological characteristics of landslide dam in valley deposition
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    DOI: 10.11779/CJGE20250567
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    Mechanical Characteristics of Steel Corrugated Plate-Steel Frame Composite Initial Support Structure at the Tunnel Vault and Its Mechanical Characteristics
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    DOI: 10.11779/CJGE20250381
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    Study on the dynamic response mechanism and stability of slopes during earthquakes
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    DOI: 10.11779/CJGE20250388
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    Experimental investigation on soft clay reinforcement and deformation control using capsule expansion combined with electro-osmosis method
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    DOI: 10.11779/CJGE20250704
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    Experimental study on the influence of crack penetration rate on long-term strength and deformation characteristics of expansive soil
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    DOI: 10.11779/CJGE20250169
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    Analysis of the meso-mechanism of localized failure in granular assemblies
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    DOI: 10.11779/CJGE20241045
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    Distribution Point Algorithm for Volume Fraction Calculation in CFD-DEM Coupling Analysis of Widely graded Soils
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    DOI: 10.11779/CJGE20250521
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    Uncertainty quantification and propagation for spatial variability of rock mass parameters for grottoes under limited data conditions
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    DOI: 10.11779/CJGE20250730
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    Construction of Biopolymer-amended Silty Clay Based Cover Barriers and Evaluation of Barrier Performance of Controlling Migration of Volatile Organic Compounds Gases in Soils
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    DOI: 10.11779/CJGE20250555
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    Study on Deterioration Law of Mechanical Properties of Sulfate Saline Soil Under the Coupling Action of Wet-Dry and Freeze-Thaw Cycles
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    DOI: 10.11779/CJGE20250790
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    Experimental study on permeability deformation characteristics of clay-filter material under different crack morphology
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    DOI: 10.11779/CJGE20250223
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    Research on the Mechanical Characteristics and Binary Medium Model of Typical Deep Frozen Peat Soil in the Lacustrine Sedimentary Facies of Dianchi Lake
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    DOI: 10.11779/CJGE20250484
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    Sensitivity study of four-electrode resistivity in soil media
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    DOI: 10.11779/CJGE20250365
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    Theoretical solution to the isolation effect of periodic structure wave impeding block in layered transverse isotropy soil
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    DOI: 10.11779/CJGE20250578
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    Comparative analysis of basic friction angles of rock joint based on different experimental methods
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    DOI: 10.11779/CJGE20250714
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    Analysis and Validation of Effective Stress Parameters on Shear Strength for Unsaturated Soils
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    DOI: 10.11779/CJGE20250598
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    Application of the improved density peak clustering algorithm in rock mass discontinuity identification
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    DOI: 10.11779/CJGE20250707
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    Field measurement and analysis of the mechanical behavior of deeply buried ultra-large-diameter JPCCP
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    DOI: 10.11779/CJGE20250773
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    Intelligent analysis method of tunnel surrounding rock stress based on drilling parameters
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    DOI: 10.11779/CJGE20250501
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    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
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    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
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    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
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    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
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    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
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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    DOI: 10.11779/CJGE20250208
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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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    Analysis of mesoscopic damage evolution in freeze-thawed sandstone under dynamic disturbance
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    DOI: 10.11779/CJGE20241270
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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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    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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    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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