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Latest Accepted

Latest Accepted articles have been peer-reviewed and accepted, which are not yet assigned to volumes/issues, but are citable by Digital Object Identifier (DOI).
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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Investigation on thermal conductivity of GMZ bentonite pellet mixture with different gradations
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DOI: 10.11779/CJGE20231186
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State parameters applicable to the unified model of clays and sands
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DOI: 10.11779/CJGE20240274
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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 of mechanical properties of gassy sand and state-dependent constitutive modeling
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DOI: 10.11779/CJGE20240115
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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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The Calibration Method for Microscopic Parameters in the Particle Flow Code Model of Rock-like Materials: A Semi-Analytical Lookup Table Approach
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DOI: 10.11779/CJGE20231229
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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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Damage constitutive model of freeze-thawed rock considering the characteristics of void compaction
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DOI: 10.11779/CJGE20231158
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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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Laboratory-scale model test on artificial groundwater recharge in deep excavation
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DOI: 10.11779/CJGE20240200
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Experimental study on electrokinetic removal efficiency of copper-lead contaminated loess enhanced by novel hydrogel electrodes and its inherent mechanism
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DOI: 10.11779/CJGE20240249
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Collaborative risk assessment approach in geotechnical engineering
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DOI: 10.11779/CJGE20240581
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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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Energy evolution and damage constitutive model of degraded limestone under the coupling effect of hydrodynamic-stress-chemical corrosion
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DOI: 10.11779/CJGE20231109
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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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Discrete element analysis of macro- and micro- mechanical properties of methane hydrate bearing clay under different salinity
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DOI: 10.11779/CJGE20231117
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Distinct element method study of the static and flow mobility characteristics of lunar regolith based on the particle shape characteristic
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DOI: 10.11779/CJGE20230997
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Experimental study on frost heave characteristics of the PCM-clay under one-dimensional freeze-thaw
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DOI: 10.11779/CJGE20230837
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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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Calculation of the Loosening Earth Pressure in Deep Trapdoor Test in Unsaturated Sandy Soil
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DOI: 10.11779/CJGE20231127
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Research on the Performance and Mechanism of Crack Prevention Measures at the Interface between Rammed Earth Supplement and Original Body in the Erosion Area of Rammed Earth Sites
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DOI: 10.11779/CJGE20240080
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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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Study on the microscopic mechanism of fine particle content affecting seepage erosion law
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DOI: 10.11779/CJGE20231105
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Research on the Design Method for Uniform Wear of Shield Cutters in Sand–Pebble Strata
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DOI: 10.11779/CJGE20240165
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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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An anisotropic creep-permeability model for rock
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DOI: 10.11779/CJGE20240449
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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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Analysis of the deformation mechanism and reinforcement treatment for the right abutment high slope of Yebatan Hydropower Station
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DOI: 10.11779/CJGE20231188
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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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Experimental investigations on failure mechanisms of DOT shield tunnel subjected to extreme surface surcharge
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DOI: 10.11779/CJGE20231174
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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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Reverse vacuum preloading method of blown silt foundation overlying backfill soil experimental study
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DOI: 10.11779/CJGE20240159
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The self-weight collapsible characteristics of loess in Xi'an urban area
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DOI: 10.11779/CJGE20240063
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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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The influence of geometric characteristics of intersecting fractures in rock mass on solute transport
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DOI: 10.11779/CJGE20240134
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Study on Performance and Grouting Parameters of New Advanced Reinforcement Materials for Underground Tunnel with Dense Fine Sand Layers
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DOI: 10.11779/CJGE20240251
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Upper limit analysis of seismic permanent displacement of near fault irregular inclined joint slopes based on the optimal reinforcement position of anti slip piles
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DOI: 10.11779/CJGE20240255
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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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Seismic fragility analysis of subway station structures considering the statistical uncertainty of seismic demands
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DOI: 10.11779/CJGE20230980
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Experimental Study on Bearing Capacity of Plate Anchor in Clay under Repeated Loading
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DOI: 10.11779/CJGE20230359
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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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Experimental study on the enhancing effect of FeCl3 on microbial mineralization of sandy soils
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DOI: 10.11779/CJGE20231225
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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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Study on mechanical properties of granite under ultra-low temperature and stability of underground LNG storage facility
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DOI: 10.11779/CJGE20240085
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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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Remediation of As(III)-contaminated soil using Fe-Mn oxides modified biochar
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DOI: 10.11779/CJGE20240209
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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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Shear strength and cementation characteristics of interface between microbial mortar and rock
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DOI: 10.11779/CJGE20240253
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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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Experimental study on the remediation of cadmium-contaminated tailings using microbial-induced carbonate precipitation(MICP)
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DOI: 10.11779/CJGE20240242
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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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Molecular dynamics simulation of sodium montmorillonite hydration under complex buried conditions
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DOI: 10.11779/CJGE20230443
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Evolution characteristics of mesoscopic pore structure for coral sand samples based on CT-triaxial test
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DOI: 10.11779/CJGE20231224
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Research and development of high strength acrylic salt grouting material suitable for water-rich strata of ultracataclasite and study on permeability reinforcement characteristics
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DOI: 10.11779/CJGE20231290
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Seismic Rotation Stability of Retaining Wall with Cohesive-frictional Backfill Considering Embedment Depth
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DOI: 10.11779/CJGE20230990
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Study on the strength of dynamic shear damage of loess with complex stress action
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DOI: 10.11779/CJGE20230671
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A Soil-Water Characteristic Curve Considering Temperature and Void Ratio under Capillarity and Adsorption
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DOI: 10.11779/CJGE20231253
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Experimental study on consolidation of dredged sludge by grouting flocculation-vacuum preloading method considering the influence of soil salinization
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DOI: 10.11779/CJGE20240047
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Study on the optimization of the inclination angle of the locking anchor pipe in the excavation of the upper and middle steps of the deep buried soft rock tunnel
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DOI: 10.11779/CJGE20240120
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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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Experimental study on vertical bearing mechanism of Jet Grouting Jacked Composite Piles
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DOI: 10.11779/CJGE20240035
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Mechanical analysis and field measurement of large-section rectangular pipe jacking buried deep in soft soil
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DOI: 10.11779/CJGE20240128
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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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The development and application of a hinged sidewall fault-crossing tunnel model container
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DOI: 10.11779/CJGE20240101
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Study on dynamic fracture propagation and mechanism of silty mudstone under hydrothermal alternation
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DOI: 10.11779/CJGE20240061
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Experimental study on freezing deformation characteristics of unsaturated expansive soil considering cyclic freeze-thaw and initial anisotropy
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DOI: 10.11779/CJGE20231279
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Method for calculating the surrounding rock pressure in loess tunnels
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DOI: 10.11779/CJGE20240041
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Improvement and probabilistic form of the Chinese code’s CPT-based liquefaction evaluation model
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DOI: 10.11779/CJGE20240107
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Experimental study on cracking and shrinkage characteristics of granitic weathered soil during drying process
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DOI: 10.11779/CJGE20230948
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Partitions of Seismic Affected Zone with Tunneling across Active Faults Based on Energy Principle and Its Applications
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DOI: 10.11779/CJGE20240140
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Inversion analysis method for in-situ stress field of rock mass considering the influence of layered structure characteristics
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DOI: 10.11779/CJGE20240135
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Precise boundary element method for non-horizontally layered foundations and its applications
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DOI: 10.11779/CJGE20240005
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Experimental Investigation on On-site Flexural Toughness of Wet-sprayed Concrete with Silica Fume and Steel Fibers
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DOI: 10.11779/CJGE20240232
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Coupling analysis on mechanical properties of near-well interface of methane hydrate bearing sediments under depressurization exploitation
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DOI: 10.11779/CJGE20231245
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The sedimentation characteristics of gravel in the discharge pipe of slurry shield tunneling and its impact on the slurry
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DOI: 10.11779/CJGE20240087
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Study on the critical safety distance of shield tunnel orthogonal side passing through the pile foundation of the existing bridge
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DOI: 10.11779/CJGE20231192
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Rock landslide early warning in open-pit mine based on rockfall video monitoring
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DOI: 10.11779/CJGE20240026
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Study on elastoplastic constitutive model of granular materials considering meso-particle damage
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DOI: 10.11779/CJGE20240110
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Effects of occurrence form of free iron oxide on thermal conductivity of lateritic clay during drying and wetting
DOI: 10.11779/CJGE20240058
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Seismic Analysis of Hill-Water-Filled-Valley Composite Topography under Arbitrary Oblique Incident P- and SV-Waves
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DOI: 10.11779/CJGE20231271
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Influence of compaction and hydrophobic agent content on the breakthrough pressure of hydrophobic soil
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DOI: 10.11779/CJGE20240364
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Development and validation of three-way rigid true triaxial apparatus for soil
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DOI: 10.11779/CJGE20231256
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Analytical solution for 1-D thermo-consolidation process of semi-infinite saturated soil using similarity transformation method
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DOI: 10.11779/CJGE20240206
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The late-stage developmental and evolutionary characteristics of surface desiccation cracking in sacrifice area of the Sanxingdui site
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DOI: 10.11779/CJGE20231288
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A prediction method of ground surface settlement induced by bias tunnel based on stochastic medium theory
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DOI: 10.11779/CJGE20231121
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DEM-FDM coupled simulation of cone penetration tests in a virtual calibration chamber with sand
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DOI: 10.11779/CJGE20240172
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Seismic response study of free-field earthquakes in unsaturated soils with P-wave incidence under thermal effects
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DOI: 10.11779/CJGE20230841
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Effects of moisture content and freeze-thaw cycles on the compression and pore structure characteristics of expansive soils
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DOI: 10.11779/CJGE20230367
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Study on shear strength criterion and constitutive model of cemented sand and gravel
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DOI: 10.11779/CJGE20231104
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Study on seepage stability of the dispersive soil-structure interface
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DOI: 10.11779/CJGE20231237
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Analysis of ultimate bearing capacity of foundation based on variational limit equilibrium method
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DOI: 10.11779/CJGE20240146
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Preliminary Study on the Uniqueness of Stress-Strain Envelope Curves of Sand
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DOI: 10.11779/CJGE20230404
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Theoretical study on equivalent stiffness of F-type socket joint in rectangular pipe jacking tunnel
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DOI: 10.11779/CJGE20231165
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Efficient Identification Method for Soil Stratification by Optimization based on Cone Penetration Test and Joint Posterior Distribution of Variable Dimensionality
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DOI: 10.11779/CJGE20230715
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Study on elastic and plastic wetting mechanical parameters of rockfill based on deformation law
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DOI: 10.11779/CJGE20240247
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Study on torque sum method for slope stability analysis
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DOI: 10.11779/CJGE20231182
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Simple shear test and mechanical properties research on interface between extrusion wall and cushion layer of high concrete face rockfill dams
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DOI: 10.11779/CJGE20230839
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An unconstrained stress update algorithm based on the hyper dual step derivative approximation
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DOI: 10.11779/CJGE20240138
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Study on the proportional coefficient m of horizontal subgrade reaction for Shanghai clayey soils and engineering verification
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DOI: 10.11779/CJGE20240012
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Experimental Study on the Impact of the Starting of Shield Tunnels in Contact Channel Construction on Existing Shield Tunnels
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DOI: 10.11779/CJGE20231266
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Analytical solution of infiltration into single-layer cover under heavy rainfall events and its application for stability analysis
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DOI: 10.11779/CJGE20240158
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Research on dynamic characteristics of offshore wind power with bucket foundation based on field test
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DOI: 10.11779/CJGE20231183
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Research progress on the disturbance mechanism, evaluation methods, and control measures of soft clay sampling
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DOI: 10.11779/CJGE20231161
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The whole process coal permeability model of non-equilibrium evolution under the influence of gas pressure difference
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DOI: 10.11779/CJGE20231012
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Mechanical behavior and constitutive modelling of expansive soil under conditions of wetting and low confining stress
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DOI: 10.11779/CJGE20240079
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Cyclic liquefaction behavior of silty sand considering initial static shear effect: a DEM investigation
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DOI: 10.11779/CJGE20231008
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Red sandstone damage fracture and permeability characteristics under combined disturbance of cyclic loading and confining pressure unloading
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DOI: 10.11779/CJGE20240053
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Seismic Response Characteristics of Buried Segment Pipeline with Typical Cross-connections
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DOI: 10.11779/CJGE20231079
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Roof stability analyses of deeply-buried cavities based on nonlinear Baker criterion
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DOI: 10.11779/CJGE20230662
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The bearing capacity of pile foundation in soft clay under cyclic loading
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DOI: 10.11779/CJGE20240169
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Effect of polymer flocculant on silt plate and frame filter press dewatering and its influence mechanism
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DOI: 10.11779/CJGE20231212
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Monitoring service behavior of capillary barrier cover in semihumid areas and study on design parameters of anti-seepage
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DOI: 10.11779/CJGE20231251
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Centrifuge model tests study on the cratering effect on dynamic response of silo under shallow buried explosion
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DOI: 10.11779/CJGE20231169
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Study on three state variables-related constitutive model of coarse grained soil
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DOI: 10.11779/CJGE20230372
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Seismic Response of Underground Structure Based on Centrifuge Shaking Table Test in Liquefiable Site
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DOI: 10.11779/CJGE20231101
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Study of the tunnel face failure mechanism and soil arching effect in auxiliary air balanced shield using the three-dimensional Material Point Method
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DOI: 10.11779/CJGE20240222
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Engineering properties and microstructure of sodium polyacrylate modified calcium bentonite
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DOI: 10.11779/CJGE20240103
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Experimental study on the acid erosion behavior of artificial rock joint plugged by MICP method
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DOI: 10.11779/CJGE20230874
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Liquid-retention behaviors of diesel contaminated soil considering the separation requirement of water and diesel
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DOI: 10.11779/CJGE20231268
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Analytical solution for vertical load transfer of cast-in-place pile considering shear-induced volumetric contraction across shaft-rock joints
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DOI: 10.11779/CJGE20240112
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Investigating Pb(II) adsorption properties of loess and biochar-amended loess using macroscopic and microscopic methods
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DOI: 10.11779/CJGE20231263
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Three-dimensional seismic stability analysis of unsaturated soil slopes
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DOI: 10.11779/CJGE20231125
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A Method for Determining Nonlinear Foundation Reaction Coefficient of Shield Tunnels Based on UH Model
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DOI: 10.11779/CJGE20230919
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A rainfall infiltration model considering multiple layered spatial variability in the transition layer and its application in slope stability analysis
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DOI: 10.11779/CJGE20230996
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A simple cycle loading CSUH model
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DOI: 10.11779/CJGE20240202
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Research advances in chemicall interaction mechanism between highly compacted bentonite and pore solution
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DOI: 10.11779/CJGE20240208
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Understanding the governing equations of one-dimensional finite strain consolidation of saturated soils
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DOI: 10.11779/CJGE20240077
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Surface-wave free-field inversion based on dispersion property in layered media
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DOI: 10.11779/CJGE20231220
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Experimental Study On Bolting Effect Of Bolted Joint Rock Masses Considering Bolt Strength
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DOI: 10.11779/CJGE20231135
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Laboratory-scale model test on the stress and deformation mechanism of diaphragm wall under combined effect of dewatering and excavation
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DOI: 10.11779/CJGE20230889
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Dynamic response solutions of unsaturated soil foundation using the soil-water characteristic curve considering deformation effects
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DOI: 10.11779/CJGE20230800
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Deformation Characteristics and Reactivation Mechanism of Giant Ancient Landslide in Wumeng Mountain Area of Northeast Yunnan Province: A case study of the Daguan Ancient Landslide
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DOI: 10.11779/CJGE20231050
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Research on Mechanism and Application of In-Situ Oxidation in Low-Permeability Stratum with a Single Fracture
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DOI: 10.11779/CJGE20231293
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Multi-dimensional implementation of logarithmic dynamic skeleton constitutive model and its application in ABAQUS
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DOI: 10.11779/CJGE20231021
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Dual channel seepage model of cracked soil tunnels under rainfall infiltration
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DOI: 10.11779/CJGE20231215
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Experimental study on chemical damage and mechanical property degradation of reservoir rocks in the process of CO2 geological storage in a saline aquifer
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DOI: 10.11779/CJGE20240023
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Comparison of Different Site Classification Methods Based on Statistical Analysis of Strong Ground Motion Records
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DOI: 10.11779/CJGE20240109
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Study on cyclic shearing characteristics of calcareous sand-snake skin-inspired interfaces
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DOI: 10.11779/CJGE20231283
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Accumulative deformation law and control of the compacted lateritic soil under the coupled action of wetting and dynamic loading
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DOI: 10.11779/CJGE20231281
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Study on Freeze-thaw Performance and Micro-mechanism of Canal Foundation Silt Treated by MICP
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DOI: 10.11779/CJGE20231014
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Experimental study on dynamic characteristics of saturated undisturbed expansive soil with different fissure orientations under cyclic loading
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DOI: 10.11779/CJGE20230951
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A strain-based model for development of excess pore water pressure in saturated sand under anisotropic consolidation
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DOI: 10.11779/CJGE20231122
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Study on shear mechanical properties and empirical formula of infilled rock joints
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DOI: 10.11779/CJGE20231194
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Tests on Object Motion in Centrifugal Hypergravity Field and Analysis of Rainfall Simulation
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DOI: 10.11779/CJGE20240046
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Review and Investigation on Stress Sensitivity of Naturally Sedimentary Soils
DOI: 10.11779/CJGE20231195
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Critical sliding surface theorem and numerical solution based on lower bound model
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DOI: 10.11779/CJGE20230988
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Study on the influence of large section pipe curtain box culvert jacking on surface deformation
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DOI: 10.11779/CJGE20231118
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Prediction and Control of Vibrations Induced by Shield Tunneling in Hard Rock Strata for Conservation of the White Tower
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DOI: 10.11779/CJGE20240009
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Experimental Study on the Characteristics of High-pressure Foam Fracturing
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DOI: 10.11779/CJGE20231216
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Experimental study on solidification/stabilization of Cr(VI) contaminated soil by alkali-activated ground granulated blast furnace slag
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DOI: 10.11779/CJGE20230991
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Face stability analysis of shield-driven tunnels using multi-tangent technique
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DOI: 10.11779/CJGE20231160
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Zonal coupling analysis method of seismic response of offshore monopile wind turbine
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DOI: 10.11779/CJGE20231025
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Radial filtration model for prefabricated vertical drain treatment of slurry considering Poisson’s effect
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DOI: 10.11779/CJGE20231124
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Two-dimensional elastic-plastic analysis of cylindrical cavity expansion considering uniform shear stress around the hole
DOI: 10.11779/CJGE20230861
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Numerical study of three-dimensional rock fracture permeability properties under coupled stress-seepage-dissolution process
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DOI: 10.11779/CJGE20231061
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Research on the modification of structured Cam Clay model based on triaxial undrained effective stress path
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DOI: 10.11779/CJGE20231243
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Analysis of Controlling Horizontal Deformation of Pile by Capsule Expansion Technique
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DOI: 10.11779/CJGE20230993
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Analysis on permanent displacement of slopes under the multi-point earthquake ground motions considering site effects
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DOI: 10.11779/CJGE20231282
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A unified constitutive model of dual-yield surface for warm frozen soil and its verification
DOI: 10.11779/CJGE20231031
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Experimental Study on the Influence of Formation Lateral Pressure Coefficient on the Mechanical Properties of Double-Layer Lining Structure in Shield Tunnel
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DOI: 10.11779/CJGE20230909
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Study on the influence of steel casing backspin construction between parallel tunnels based on DEM-FDM coupling method
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DOI: 10.11779/CJGE20231120
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Electrochemical characteristics of phase transition process in sodium chloride saline soil during cooling
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DOI: 10.11779/CJGE20231193
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Preliminary study on ecological sand fixation effect of biopolymers
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DOI: 10.11779/CJGE20221268
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Simplified design method of pressure reduction and anti-floating for blind drain of underground structure
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DOI: 10.11779/CJGE20230966
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Study on the effect of pH on MICP curing of cadmium contaminated tailings
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DOI: 10.11779/CJGE20231051
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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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