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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).
    Centrifuge model tests on the dynamic behavior of sandy foundation with clay interlayer
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    DOI: 10.11779/CJGE20250306
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    Numerical simulation of permeability characteristics of saturated frozen soil based on PFM-LBM
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    DOI: 10.11779/CJGE20240654
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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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    Research on Optimization of p-y Spring Model Applied in Bucket foundation-soil Interaction along Horizontal Direction
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    DOI: 10.11779/CJGE20230502
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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 investigation on mechanical behavior of granite specimens after thermal treatment under conventional triaxial compression
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    DOI: 10.11779/CJGE20240429
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    Deformation characteristics of geogrid in piled embankments under high-speed train load
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    DOI: 10.11779/CJGE20240660
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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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    Study on the strength criterion of transversely isotropic unsaturated soil considering the change of spatial sliding surface
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    DOI: 10.11779/CJGE20241077
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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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    Study on the net buoyancy dissipation characteristics of synchronous grouting in shield tunnels and its effect on segment floating
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    DOI: 10.11779/CJGE20240857
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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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    Back analysis and research on the damage mechanism of JL concrete-faced rockfill dam
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    DOI: 10.11779/CJGE20250110
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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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    Seismic Performance and Seismic Risk Assessment of a Sheet-pile Retaining Wall Subjected to Liquefaction-induced Lateral Spreading
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    DOI: 10.11779/CJGE20230468
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    Research on nonlinear constitutive model of interface considering cyclic softening
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    DOI: 10.11779/CJGE20240868
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    Experimental study on the accelerated aging of PVC-P geomembrane under controlled indoor water ambient temperature
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    DOI: 10.11779/CJGE20240624
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    Research on accurate identification method of seepage inlet of embankment dam based on Transformer modeling
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    DOI: 10.11779/CJGE20240975
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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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    High density graphite-bentonite mixture block prepared with “Two-Step Compaction” method
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    DOI: 10.11779/CJGE20240764
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    Active earth pressure calculation method for gravity retaining wall of railway subgrade based on discretized potential sliding surface inclination angle
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    DOI: 10.11779/CJGE20240720
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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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    Prediction and analysis of long pile base resistance based on CTNOA-SBL-MIC model
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    DOI: 10.11779/CJGE20240558
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    A new discovery of rock and soil - calcium carbonate induced by Plateau freshwater algae
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    DOI: 10.11779/CJGE20240851
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    Vertical dynamic impedance of pile group considering topography effects
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    DOI: 10.11779/CJGE20231285
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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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    Analysis of the Large Deformation of Core Wall Dams Based on the Adaptive Interpolation Material Point Method
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    DOI: 10.11779/CJGE20240941
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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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    Optimizing method for support pressure in the underwater shield tunnel excavation chamber opening using lower bound finite element method and its applications
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    DOI: 10.11779/CJGE20240994
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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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    Multi-field and domain coupling numerical simulation of installation of suction buckets in methane hydrate bearing sands
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    DOI: 10.11779/CJGE20240940
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    Seepage-stress-cracking analysis of concrete lining under high internal pressure
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    DOI: 10.11779/CJGE20240664
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    Pseudo-dynamic analysis of three-dimensional soil slope based on nonlinear criterion
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    DOI: 10.11779/CJGE20240391
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    Analytical solution for dynamic interaction of end-bearing pile groups subjected to horizontal dynamic loads
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    DOI: 10.11779/CJGE20240837
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    A state-dependent double yield surface elastoplastic constitutive model considering the effect of particle breakage
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    DOI: 10.11779/CJGE20240841
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    Effect of temperature on swelling behaviors of compacted bentonite in an annular technological void
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    DOI: 10.11779/CJGE20240956
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    Thermodynamic model for predicting mineral phase distribution in cement-stabilized kaolinite systems
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    DOI: 10.11779/CJGE20240732
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    Superquadric discrete element simulation of the influence of particle shape and orientation on granular column collapse
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    DOI: 10.11779/CJGE20240875
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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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    Response characteristics of ground-penetrating radar for subgrade void based on random reconstruction of soil-rock mixture
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    DOI: 10.11779/CJGE20240750
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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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    Experimental study on the time-dependent evolution of shield tunneling disturbance in soft soil deep strata using centrifuge
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    DOI: 10.11779/CJGE20240930
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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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    Development and application of test system for stress and water-rock coupling interaction
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    DOI: 10.11779/CJGE20240842
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    Experimental study on microstructure evolution of Beishan granite under high temperature conditions
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    DOI: 10.11779/CJGE20240992
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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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    Numerical simulation of the complete instability process of shield tunnel excavation face based on SPH method
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    DOI: 10.11779/CJGE20240962
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    Study on Influencing Factors and Experimental Mechanism of Free Swelling Rate of Expansive Soil
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    DOI: 10.11779/CJGE20240953
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    A discrete element simulation method of clayey grain-cementing type methane hydrate bearing sediment accounting for pore size and physicochemical properties
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    DOI: 10.11779/CJGE20240845
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    Analysis of curtain slurry diffusion pattern and interception effect in inclined shafts in dynamic water sanding zone
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    DOI: 10.11779/CJGE20240913
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    Mechanical properties and erosion resistance effect of salt desert soil strengthened by indigenous microorganisms.
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    DOI: 10.11779/CJGE20240881
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    High Contrast Particle Staining method for transparent soil and its experimental application
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    DOI: 10.11779/CJGE20240825
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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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    Study on mechanism of overtopping and breaking of concrete face rockfill dam
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    DOI: 10.11779/CJGE20241046
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    Large-Diameter Rotary Drilling Sampling and Screening Test Methods for Municipal Solid Waste Mining and Reutilization
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    DOI: 10.11779/CJGE20240905
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    Improved circular arc sliding method for basal heave stability of braced excavations in soft soil
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    DOI: 10.11779/CJGE20240330
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    Research on the preparation method and physical-mechanical properties of carbon sequestration lightweight soil
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    DOI: 10.11779/CJGE20240795
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    Study on the hydrothermal and mechanical responses and cryostructure of soft clay under horizontal freezing
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    DOI: 10.11779/CJGE20240683
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    Experimental study on grouting uplift after induced settlement of existing tunnel under shield tunneling
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    DOI: 10.11779/CJGE20241058
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    A mathematical model describing the frozen deformation of unsaturated clayey soils in a closed system
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    DOI: 10.11779/CJGE20240822
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    Research on the development and application of the device for measuring soil erosion characteristics
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    DOI: 10.11779/CJGE20240589
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    High-performance Solid-fluid Coupled Simulation Method for Geotechnical Engineering
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    DOI: 10.11779/CJGE20240382
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    The influence of sand pore structure on air migration during air injected desaturation process
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    DOI: 10.11779/CJGE20240890
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    Influence of the deformation of shield tunneling on existing tunnels at a short distance
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    DOI: 10.11779/CJGE20241225
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    Review on water disaster prevention of tunnels
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    DOI: 10.11779/CJGE20240972
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    Characteristics and non-coaxial Angles Calculation Model of Fibre Reinforced Coral Sand
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    DOI: 10.11779/CJGE20240854
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    Doubts on the formula for anti overturning stability of gravity retaining walls
    DOI: 10.11779/CJGE20240951
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    Fractional Generalized Plastic Model for Rockfill
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    DOI: 10.11779/CJGE20240847
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    Study on strength formation mechanism of Mycelium Bio-composites Lightweight Soil
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    DOI: 10.11779/CJGE20240753
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    Research on time-dependent behavior of rock-socketed pile group based on FEM-BEM coupling method
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    DOI: 10.11779/CJGE20240782
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    Relationship models between the secant modulus and maximum and minimum principal stresses of nonlinear elastic rocks
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    DOI: 10.11779/CJGE20240387
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    Experimental study on force and deformation mechanism of asymmetric foundation pit with one-sided finite soils
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    DOI: 10.11779/CJGE20241006
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    Model test and numerical analysis on seepage erosion in underground structures considering the influence of clay content
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    DOI: 10.11779/CJGE20240766
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    Model test on the cyclic bearing behavior of modified suction caisson in sand under misalignment lateral monotonic and cyclic loadings
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    DOI: 10.11779/CJGE20240810
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    Study on vertical vibration characteristics of friction single pile and pile groups in multi-layer soil
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    DOI: 10.11779/CJGE20240442
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    Seismic dynamic response analysis for tunnel considering coseismic displacement
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    DOI: 10.11779/CJGE20240966
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    Study on Leakage Characteristics in Full-Bottom Geomembrane Impermeable Reservoirs of Xixia
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    DOI: 10.11779/CJGE20240444
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    Multi-index and thresholds for seismic performance evaluation of prefabricated subway station structure
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    DOI: 10.11779/CJGE20240829
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    Experimental investigation on load transfer characteristics of screw groove pile-geogrid composite foundation
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    DOI: 10.11779/CJGE20240528
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    Research on Mechanism of Soil Reinforcement and Slope Protection of Herbaceous Plant Roots in Advanced Rainfall Pattern
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    DOI: 10.11779/CJGE20240848
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    Study on the calculation method of additional earth pressure caused by shield attitude deviation in soft ground
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    DOI: 10.11779/CJGE20240892
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    Discrete element simulation on rolling process of PCM-clay with different crystallinity
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    DOI: 10.11779/CJGE20240816
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    Green, Efficient, and Safe Extraction Methods of methane-hydrate in the Qiongdongnan seabed, China
    DOI: 10.11779/CJGE20231269
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    Research on calculation method for pre-bored grouted planted pile under compression in soft soil area
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    DOI: 10.11779/CJGE20240559
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    Discussion on Site Classification Method Based on the Consistency of Characteristics of Calculated Seismic Motion
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    DOI: 10.11779/CJGE20240557
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    Study on shear stress - shear strain nonlinear response of wide-graded saturated coral soil site in dynamic centrifugal test
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    DOI: 10.11779/CJGE20240908
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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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    Study on tunnel internal forces considering the excavation effect of shield tunneling during ground loading
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    DOI: 10.11779/CJGE20240785
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    Study on swelling deformation of GMZ bentonite infiltrated with salt solution considering temperature effects
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    DOI: 10.11779/CJGE20240803
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    Characteristic functions of regional soils: difference
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    DOI: 10.11779/CJGE20240808
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    Effect of initial static shear stress and cyclic loading direction on the liquefaction behavior of saturated dense sand
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    DOI: 10.11779/CJGE20240591
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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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    Evolution on mechanical properties of red mudstone fill material subjected to long-term relative humidity cycles
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    DOI: 10.11779/CJGE20240593
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    Research on evolution law of coupled macro-micro damage release rate of fractured limestone under uniaxial compression test
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    DOI: 10.11779/CJGE20240523
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    Time-dependent analysis of deformation induced by soft soil pit excavation adjacent to small curvature radius tunnels
    DOI: 10.11779/CJGE20240469
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    Analytical solution for longitudinal deformation of shield tunnel considering nonlinear rotational effects of circumferential joints
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    DOI: 10.11779/CJGE20240313
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    Field test insights on mechanical behavior of ground around a large deformed shield tunnel rehabilitated by grouting
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    DOI: 10.11779/CJGE20240680
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    Test method for studying the materials spatial variability of landslide dam
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    DOI: 10.11779/CJGE20240742
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    Calculation method of calculating rock pressure of deeply buried double-arch tunnel without middle drift
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    DOI: 10.11779/CJGE20240622
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    Study on viscosity-temperature effect of petroleum-contaminated soil under synergistic solidification
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    DOI: 10.11779/CJGE20240354
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    Predictive model of solute transport processes in fractured rock based on geometric features
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    DOI: 10.11779/CJGE20240355
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    Comparative analysis of shear characteristics of soilbag-canal expansive soil interface under positive and negative temperature conditions
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    DOI: 10.11779/CJGE20240430
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    Experimental Investigation of Rheological Behavior and the Viscous-Inertial Boundary in Dense Solid-Liquid Two-Phase Granular Flows
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    DOI: 10.11779/CJGE20240600
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    Experimental study on the stress of loess tunnel lining structure under cyclic loading and unloading
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    DOI: 10.11779/CJGE20240871
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    Analytical study on dynamic response of saturated soil around vertical vibrating foundation pile
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    DOI: 10.11779/CJGE20240531
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    Discrete element analysis on granular material of flow mobility characteristics under the extraterrestrial environment: Insight from column collapse test
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    DOI: 10.11779/CJGE20240111
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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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    Study on the horizontal bearing characteristics of single-anchor rigid screw pile for offshore wind power in clay
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    DOI: 10.11779/CJGE20240526
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    Parameter Extraction of Geometric Features of Gravel Material Based on Artificial Intelligence Analysis of CT Images
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    DOI: 10.11779/CJGE20240740
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    Construction and parameter determination of bench blasting vibration prediction model
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    DOI: 10.11779/CJGE20240846
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    A excess pore water pressure increment model for saturated coral sand considering loading frequency
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    DOI: 10.11779/CJGE20240674
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    Effect of cyclic loading frequency on shear modulus decay characteristics of saturated sand
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    DOI: 10.11779/CJGE20240491
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    Analysis of the influence of lateral grouting points on deformation of shield tunnel under load
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    DOI: 10.11779/CJGE20240345
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    Prediction of Elastic Modulus and Uniaxial Compression Failure of Basalt Based on Nanoindentation Experiment and Upscaling methods
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    DOI: 10.11779/CJGE20240541
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    Research Progress and Reflection on Development Path of Smart Dams
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    DOI: 10.11779/CJGE20240465
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    Calculation model of peripheral friction resistance of rectangular pipe jacking based on effective soil pressure
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    DOI: 10.11779/CJGE20240519
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    Field trial of constructing vertical barriers using small-scale TRD method at an organic compounds-contaminated site
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    DOI: 10.11779/CJGE20240302
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    Effects of geological materials on cutting performance of shield cutters
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    DOI: 10.11779/CJGE20240457
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    Propagation law of hydraulic-induced fractures in directional hydraulic fracturing with prefabricated cracks based on the phase-field method
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    DOI: 10.11779/CJGE20240522
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    Analysis of the initiation criterion for sand fluidization induced by leakage from water supply pipelines under changing submerged water levels
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    DOI: 10.11779/CJGE20240629
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    Research on machine learning model for refined inversion of mechanical parameters of surrounding rock considering zonal deterioration
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    DOI: 10.11779/CJGE20240641
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    Evolution characteristics of seepage-stress fields and optimization of waterproof-drainage system during the operation period of urban small interval tunnels
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    DOI: 10.11779/CJGE20240323
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    Inversion of rock failure mechanisms based on waveform principal component extraction and hybrid moment tensor and its application
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    DOI: 10.11779/CJGE20240380
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    Experimental study on rapid prediction of rock mechanical parameters based on vibration signals of raw rock with drilling
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    DOI: 10.11779/CJGE20240378
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    Influence of thermal ageing time on barrier properties of bentonite as a buffer material at high temperature conditions and its micro-mechanism
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    DOI: 10.11779/CJGE20240418
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    Full-Scale Experimental Study on Load-Deformation Characteristics of Prebored Grouted Planted Piles in Soft Ground
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    DOI: 10.11779/CJGE20240568
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    Experimental and theoretical study on the mechanical behavior of flexible pipe joints under differential ground motion
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    DOI: 10.11779/CJGE20240485
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    Temperature effect on thermal conductivity of bentonite with saline solution
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    DOI: 10.11779/CJGE20240203
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    Research on Dynamic Safety Assessment Technology for Tunnel Construction Based on Multi-source Information Fusion
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    DOI: 10.11779/CJGE20240462
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    Hydromechanical Responses of Geogrid-Reinforced Expansive Soil Cutting Slopes: Field Monitoring and Numerical Simulation
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    DOI: 10.11779/CJGE20240306
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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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    Study on the stress characteristics of deep overburden large-span cut-and-cover tunnel under different unloading methods and prediction of lining structure deformation
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    DOI: 10.11779/CJGE20240516
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    Experimental Study on Quick Detection of Moisture Content of Wide-Graded Gravel Soil Based on Microwave Humidity Method and Weighted Method
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    DOI: 10.11779/CJGE20240308
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    Soil-water characteristic curve model considering grain size gradation and deformation of soil
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    DOI: 10.11779/CJGE20240339
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    Experimental study on optimizing the ratio of EICP solution to reinforce Red-mudstone based on response surface method
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    DOI: 10.11779/CJGE20240426
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    Research on the Relationship between Shear Mechanical Characteristics of Rough Joints and Shear Displacement under Cyclic Loading Conditions
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    DOI: 10.11779/CJGE20240361
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    Study on mechanical model of anchorage resistance of deep filling jointed rock mass
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    DOI: 10.11779/CJGE20240371
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    Visual experimental study on the coupling process of seepage-erosion in rough fracture and the evolution of permeability
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    DOI: 10.11779/CJGE20240363
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    Development and application of in-situ testing system for anisotropic deformation in loess pores
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    DOI: 10.11779/CJGE20240283
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    Study on the Fractional Order Element Model of One-dimensional Compression of Coral Mud in the South China Sea
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    DOI: 10.11779/CJGE20240181
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    Study on phase transition of salt crystallization during cooling of saline soil
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    DOI: 10.11779/CJGE20240407
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    Experimental study on attitude control of shield machine in soft and hard uneven strata
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    DOI: 10.11779/CJGE20240359
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    Thermal conductivity evolution of sand-clay mixtures under one-dimensional compression
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    DOI: 10.11779/CJGE20240309
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    Study on the Interface Properties of Fine-Grained Gravelly Soil Based on Pull-Out Test
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    DOI: 10.11779/CJGE20240372
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    Experimental Study on Elastic Deformation Property of Geomembrane used as barrier in Upper Reservoir of Pumped Storage Power Station
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    DOI: 10.11779/CJGE20240239
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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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    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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    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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    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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