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浏览/检索结果: 共6条，第1-6条 帮助 已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Post-cyclic mechanical behaviors of laterite clay with different cyclic confining pressures and degrees of reconsolidation 期刊论文 SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 卷号: 151, 页码: 11 作者:  Huang, Juehao;  Chen, Jian;  Ke, Wenhui;  Zhong, Yu;  Lu, Yuan 收藏  |  浏览/下载：86/0  |  提交时间：2022/01/05 Laterite clay  Post-cyclic mechanical behavior  Cyclic confining pressure  Degree of reconsolidation  Strength enhancement   Material Preparation and Geotechnical Properties of Transparent Cemented Soil for Physical Modeling 期刊论文 FRONTIERS IN MATERIALS, 2021, 卷号: 8, 页码: 18 作者:  Leng, Xianlun;  Wang, Chuan;  Pang, Rong;  Sheng, Qian;  Chen, Jian 收藏  |  浏览/下载：65/0  |  提交时间：2022/02/17 transparent cemented soil  hydrophobic fumed silica powder  fused quartz  preparation method  triaxial shear test  strength characteristics   Verification of rationality of two stress state variables of unsaturated soil from deformation, moisture change and strength 期刊论文 Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2017, 卷号: 39, 期号: 5, 页码: 906-915 作者:  Zhang, Long;  Chen, Zheng-Han;  Zhou, Feng-Xi;  Sun, Shu-Guo;  Hu, Sheng-Xia 收藏  |  浏览/下载：0/0  |  提交时间：2020/11/14 Deformation  Drainage  Geotechnical engineering  Moisture  Pore pressure  Pressure distribution  Rock pressure  Sediments  Shear strength  Soils  Deviator stress  Generalized shear strains  Measurement precision  Net confining pressure  Pore-water pressures  Remolded loess  Stress state variables  Unsaturated soil   Shear strength features of soils developed from purple clay rock and containing less than two-millimeter rock fragments 期刊论文 Journal of Mountain Science, 2016, 卷号: 13, 期号: 8, 页码: 1464-1480 作者:  ZHONG Shou-qin;  ZHONG Mang;  WEI Chao-fu;  ZHANG Wei-hua;  HU Fei-nan 收藏  |  浏览/下载：19/0  |  提交时间：2016/07/20 Shear strength  Purple soils  Rock fragments  Particle size distribution (PSD)  Soil water content  Triaxial test   Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays 期刊论文 GEOTECHNIQUE, 2010, 卷号: 60, 页码: 843-859 作者:  Low, H. E.;  Lunne, T.;  Andersen, K. H.;  Sjursen, M. A.;  Li, X. 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/24 clays  in situ testing  shear strength   Study on ultimate bearing capacity of two-layered subsoil under horizontal and vertical loading 会议论文 2nd International Conference for Disaster Mitigation and Rehabilitation, Nanjing, PEOPLES R CHINA, 2008-05-30 作者:  Zhang, Qiyi;  Luan, Maotian 收藏  |  浏览/下载：14/0  |  提交时间：2019/12/27 Accidents  Bearings (structural)  Clay minerals  Convergence of numerical methods  Geologic models  Geotechnical engineering  Patient rehabilitation  Quality assurance  Shear strength  Soils  Welds, Clay layers  Different thickness  Failure envelopes  Fem analysis  Finite element models  Finite-element meshes  Inhomogeneous soils  Limit-equilibrium theories  Numerical results  Plane strains  Shallow strip footings  Soil foundations  Theoretical solutions  Ultimate bearing capacities  Undrained  Undrained shear strengths  Upper layers  Vertical loadings, Bearing capacity