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Kunlin Ruan1,Xian-Lei Fu2(DepartmentofCivilandEnvironmentalEngineering Waseda University Tokyo;Japan JiangsuKeyLaboratoryofUrbanUndergroundEngineeringandEnvironmentalSafety Institute of Geotechnical Engineering Southeast University Nanjing).A modified Kozeny-Carman equation for predicting saturated hydraulic conductivity of compacted bentonite in confined condition[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Lifeng Xu1,2,Qi Li1,2,Yongsheng Tan1,2,Xiaochun Li1,2(StateKeyLaboratoryofGeomechanicsandGeotechnicalEngineering Institute of Rock and Soil MechanicsChinese Academy of Sciences;China UniversityofChineseAcademyofSciences Beijing).Characterization of carbon dioxide leakage process along faults in the laboratory[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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mohammed alzamel, mamadou fall, sada haruna(Department of Civil Engineering University of Ottawa Ottawa Ontario K1N 6N5).Swelling ability and behaviour of bentonite-based materials for deep repository engineered barrier systems: Influence of physical, chemical and thermal factors[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Wengang Dang1,2,3,Kang Tao1,Xinfan Chen1(SchoolofCivilEngineering Sun Yat-sen University Zhuhai;China StateKeyLaboratoryofCoalResourcesandSafeMining China University of Mining and Technology Xuzhou;China SouthernMarineScienceandEngineeringGuangdongLaboratory Zhuhai).Frictional behavior of planar and rough granite fractures subjected to normal load oscillations of different amplitudes[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Donghui Chen1,Huie Chen1,Wen Zhang1,Junqing Lou2,Bo Shan2(CollegeofConstructionEngineering Jilin University;China NortheastElectricPowerDesignInstituteCo. Ltd. Changchun).An analytical solution of equivalent elastic modulus considering confining stress and its variables sensitivity analysis for fractured rock masses[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Lei Wang1,2,3,Annan Zhou2,Yongfu Xu3,Xiaohe Xia3(SchoolofUrbanRailwayTransportation Shanghai University of Engineering Science Shanghai;China CivilandInfrastructureEngineeringDiscipline School of Engineering RMIT University;Australia DepartmentofCivilEngineering Shanghai Jiao Tong University Shanghai).Consolidation of partially saturated ground improved by impervious column inclusion: Governing equations and semi-analytical solutions[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Zhisheng Ren1,2,Qixian Lu1,Kaiwen Liu3,Pengpeng Ni4,Guoxiong Mei1(SchoolofCivilEngineering Southern Marine Science and Engineering Guangdong Laboratory(Zhuhai)Guangdong Key Laboratory of Oceanic Civil EngineeringGuangdong Research Center for Underground Space Exploitation Technology Sun Yat-sen University Guangzhou;China KeyLaboratoryofDisasterPreventionandStructuralSafetyofMinistryofEducationCollege of Civil Engineering and ArchitectureGuangxi University;China StateKeyLaboratoryofWaterResourcesandHydropowerEngineeringScience Wuhan University Wuhan;China KeyLaboratoryofHigh-speedRailwayEngineering(MOE) School of Civil Engineering Southwest Jiaotong University Chengdu).Model-scale tests to examine water pressures acting on potentially buoyant underground structures in clay strata[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Jiayan Nie1,Shiwei Zhao2,Yifei Cui1,Yu Wang3,4(StateKeyLaboratoryofHydroscienceandEngineering Tsinghua University;China SouthChinaInstituteofGeotechnicalEngineering South China University of Technology Guangzhou;China KeyLaboratoryofMountainHazardsandSurfaceProcessInstitute of Mountain Hazards and EnvironmentChinese Academy of Sciences;China UniversityofChineseAcademyofSciences Beijing).Coupled effects of particle overall regularity and sliding friction on the shear behavior of uniformly graded dense sands[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Liang Han1,Lin Wang1,Wengang Zhang1,2,3,Boming Geng4,Shang Li4(SchoolofCivilEngineering Chongqing University Chongqing;China KeyLaboratoryofNewTechnologyforConstructionofCitiesinMountainArea Chongqing University Chongqing;China NationalJointEngineeringResearchCenterofGeohazardsPreventionintheReservoirAreas Chongqing University Chongqing;China ChinaRailway19thBureauGroupSixthEngineeringCo. Ltd. Wuxi).Rockhead profile simulation using an improved generation method of conditional random field[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Jun Wu1,Li Liu1,2,Yongfeng Deng1,Guoping Zhang2,Annan Zhou3,Henglin Xiao4(InstituteofGeotechnicalEngineering School of Transportation Southeast University Nanjing;China DepartmentofCivilandEnvironmentalEngineering University of Massachusetts Amherst Amherst MA;USA CivilandInfrastructureEngineering School of Engineering Royal Melbourne Institute of Technology (RMIT);Australia DepartmentofCivilEngineering Hubei University of Technology Wuhan).Use of recycled gypsum in the cement-based stabilization of very soft clays and its micro-mechanism[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Haohua Chen1,2,Pin-Qiang Mo1(ChinaUniversityofMiningandTechnology;China TheUniversityofArizona Tucson AZ 85716).An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Kang Shao1,Qian Su1,Junwei Liu2,Kaiwen Liu1,3,Zhipeng Xiong1,Tengfei Wang1(KeyLaboratoryofHigh-SpeedRailwayEngineeringMinistryofEducation School of Civil Engineering Southwest Jiaotong University Chengdu;China SchoolofCivilEngineering Qingdao University of Technology Qingdao;China GuangxiCommunicationsInvestmentGroupCo.Ltd Nanning).Optimization of inter-helix spacing for helical piles in sand[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Josep Maria Carbonell1,2,Lluís Monforte2,Matteo O.Ciantia4,Marcos Arroyo5,Antonio Gens5(MECAMAT Group, Department of Engineering, Faculty of Science and Technology, Universitat de Vic-Universitat Central de Catalunya (UVic-UCC);Centre Internacional de Mètodes Numèrics a l'Enginyeria (CIMNE);Centre Internacional de Mètodes Numèrics a l’Enginyeria (CIMNE);School of Science and Engineering, University of Dundee;Universitat Politècnica de Cataluna-Barcelona Tech).Geotechnical particle finite element method for modeling of soilstructure interaction under large deformation conditions[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Chunguang Wang1,Shuqing Liu1,Xingkai Shi1,Guanglei Cui2,Hongxu Wang1,Xing Jin3,Kunkun Fan1,Songtao Hu3(CollegeofEnergyandMiningEngineering Shandong University of Science and Technology Qingdao;China KeyLaboratoryofMinistryofEducationonSafeMiningofDeepMetalMines Northeastern University;China ShandongProvincialGeo-MineralEngineeringCo. Ltd. Jinan).Numerical modeling of contaminant advection impact on hydrodynamic diffusion in a deformable medium[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Wengang Zhang1,2,Kok-Kwang Phoon3,4(School of Civil Engineering, Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University;National University of Singapore;Singapore University of Technology and Design).Editorial for Advances and applications of deep learning and soft computing in geotechnical underground engineering[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Jianguo Lin1,Weilie Zou1,2,Zhong Han1,2,Ziwei Zhang1,Xiequn Wang3(SchoolofCivilEngineering Wuhan University Wuhan;China KeyLaboratoryofHydraulicRockMechanicsofMinistryofEducation Wuhan University Wuhan;China SchoolofCivilEngineeringandArchitecture Wuhan University of Technology Wuhan).Structural,volumetric and water retention behaviors of a compacted clay upon saline intrusion and freeze-thaw cycles[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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akshay kumar, gaurav tiwari(Department of Civil Engineering IIT Kanpur).Jackknife based generalized resampling reliability approach for rock slopes and tunnels stability analyses with limited data: Theory and applications[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Joanna Pieczyńska-Koz?owska1,Giovanna Vessia2(DepartmentofCivilEngineering Universitàdegli Studi G. d’Annunzio Chieti-Pescara Chieti;DepartmentofEngineeringandGeology Universitàdegli Studi G. d’Annunzio Chieti-Pescara Chieti 66100).Spatially variable soils affecting geotechnical strip foundation design[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第3期
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Wei You, Feng Dai, Yi Liu(State Key Laboratory of Hydraulics and Mountain River Engineering,College of Water Resource and Hydropower,Sichuan University).Experimental and numerical investigation on the mechanical responses and cracking mechanism of 3D confined single-flawed rocks under dynamic loading[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Hania Miraki1,Nader Shariatmadari1,Pooria Ghadir1,Soheil Jahandari2,Zhong Tao2,Rafat Siddique3(Department of Civil Engineering, Iran University of Science and Technology;Centre for Infrastructure Engineering, Western Sydney University;Thapar Institute of Engineering and Technology).Clayey soil stabilization using alkali-activated volcanic ash and slag[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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M.Zhelnin1,A.Kostina1,A.Prokhorov1,O.Plekhov1,M.Semin2,L.Levin2(Institute of Continuous Media Mechanics of the Ural Branch of the Russian Academy of Sciences;Mining Institute of the Ural Branch of the Russian Academy of Sciences).Coupled thermo-hydro-mechanical modeling of frost heave and water migration during artificial freezing of soils for mineshaft sinking[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Xiaohan Li1,Zheming Zhu1,Meng Wang1,Yun Shu1,Shuai Deng1,Dingjun Xiao2(Key Laboratory of Deep Underground Science and Engineering (Ministry of Education), College of Architecture and Environment, Sichuan University;Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province, Southwest University of Science and Technology).Influence of blasting load directions on tunnel stability in fractured rock mass[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Jin Huang1,Xiaoli Liu1,Danqing Song1,Jian Zhao2,Enzhi Wang1,Jianmin Zhang1(State Key Laboratory of Hydroscience and Engineering, Tsinghua University;Department of Civil Engineering, Monash University).Laboratory-scale investigation of response characteristics of liquid-filled rock joints with different joint inclinations under dynamic loading[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Fei Xiong1,2,3,4;Xinrong Liu1,2,3;Xiaohan Zhou1,2,3;Guangyi Lin1;Dongshuang Liu1;Yafeng Han1;Bin Xu1;Chunmei He5;Zijuan Wang6(School of Civil Engineering, Chongqing University;State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University;National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas, Chongqing University;State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology;College of Architectural Engineering, Neijiang Normal University;School of Management Science and Engineering, Chongqing Technology and Business University).Mechanical behaviours of sandstone containing intersecting fissures under uniaxial compression[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Wei Li1,2,Chengping Zhang1,2,Dingli Zhang1,2,Zijian Ye1,2,Zhibiao Tan1,2(Key Laboratory for Urban Underground Engineering of the Ministry of Education, Beijing Jiaotong University;School of Civil Engineering, Beijing Jiaotong University).Face stability of shield tunnels considering a kinematically admissible velocity field of soil arching[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Yao Hu1,2;Huayang Lei1,3,4;Gang Zheng1,3,4,5;Liang Shi1;Tianqi Zhang1;Zhichao Shen2;Rui Jia1,3(School of Civil Engineering, Tianjin University;Department of Civil and Environmental Engineering, National University of Singapore;Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education;Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration (Tianjin University);State Key Laboratory of Hydraulic Engineering Simulation and Safety (Tianjin University)).Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Harun Sonmez, Murat Ercanoglu, Gulseren Dagdelenler(Applied Geology Division,Geological Engineering Department,Faculty of Engineering,Hacettepe University).A novel approach to structural anisotropy classification for jointed rock masses using theoretical rock quality designation formulation adjusted to joint spacing[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Pengchang Sun1,Wenbo Lu1,Junru Zhou2,Xincheng Huang1,Ming Chen1,Qi Li3(State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University;School of Resource and Environmental Engineering, Wuhan University of Science and Technology;Changjiang Institute of Survey,Planning, Design and Research).Comparison of dominant frequency attenuation of blasting vibration for different charge structures[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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Zhenhao Xu, Dongdong Pan, Shucai Li, Yichi Zhang, Zehua Bu, Jie Liu(Geotechnical and Structural Engineering Research Center,Shandong University).A grouting simulation method for quick-setting slurry in karst conduit:The sequential flow and solidification method[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,第2期
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