ROCK AND SOIL MECHANICS -WUHAN-
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
Table of contents
- 913
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An experimental study of internal 3D crack propagation and coalescence in transparent rockZhu, Zhen-de / Lin, Heng-xing / Sun, Ya-lin et al. | 2016
- 922
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Dynamic triaxial drained test and analysis of saturated silty-sand soilDing, Bo-yang / Zhang, Yong / Wang, Rui-feng et al. | 2016
- 929
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Research on non-proportional double safety factors of slope based on strength reserveXue, Hai-bin / Dang, Fa-ning / Yin, Xiao-tao et al. | 2016
- 935
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Research on a secondary sliding surface analysis approach based on strength reduction methodYan, Chao / Liu, Song-yu / Ji, Xiao-lei et al. | 2016
- 943
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Analytical solution for consolidation process of triaxial test on soilChen, Zhi-bo / Wang, Zhi-wen / Zhu, Jun-gao et al. | 2016
- 948
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Analysis of direction-dependent characteristics of permeability of sandstone with ultra-lowly permeability in confining pressure testsGao, Chao / Xie, Ling-zhi / Xiong, Lun et al. | 2016
- 957
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An experimental study of the mechanical performance of tailings dam geofabriformLi, Qiao-yan / Wang, Hui-dong / Ma, Guo-wei et al. | 2016
- 965
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Experimental study of 3D crack propagation characteristics in rock-like materialsSun, Xi-zhen / Li, Yang-yang / Jiang, Ning et al. | 2016
- 973
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Model tests and analysis of single piles with two different diameters subjected to cyclic lateral loadings in clayYu, Jian / Huang, Mao-song / Zhang, Chen-rong et al. | 2016
- 981
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Size effect of long-term strength of sandstone under uniaxial compressionWang, Qing-yuan / Zhu, Wan-cheng / Liu, Hong-lei et al. | 2016
- 991
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Elastic solution to the squeezing displacement of spherical cavity expansion under nonaxisymmetric displacement boundaryRao, Ping-ping / Cui, Ji-fei / Zhao, Lin-xue et al. | 2016
- 998
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Comparison of aseismic behavior between geo-encased stone columns composite foundation and stone columns composite foundationOuyang, Fang / Zhang, Jian-jing / Han, Jian-wei et al. | 2016
- 1005
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Experimental study of undrained shear strength and cyclic degradation behaviors of marine clay in Pearl River EstuaryGuo, Xiao-qing / Zhu, Bin / Liu, Jin-chao et al. | 2016
- 1013
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Experimental studies of rotation angles of principal strain axes for wet sandy soil specimens under uniaxial compressionGu, Lu / Wang, Xue-bin / Du, Ya-zhi et al. | 2016
- 1023
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Failure model test on soaked tunnel anchor in soft surrounding rockWu, Xiang-chao / Liu, Xin-rong / Li, Dong-liang et al. | 2016
- 1031
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Study of shear strength characteristics of heterogeneous discontinuities using PFC^2^D simulationZhang, Ya-hui / Wang, Ding-jian / Tang, Hui-ming et al. | 2016
- 1042
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An experimental study on response law of permeability of tectonic coal samples to temperature variationSun, Guang-zhong / Wang, Gong-zhong / Zhang, Rui-lin et al. | 2016
- 1049
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Mechanism research on artificial slope cutting-induced loess landslideCao, Chun-shan / Wu, Shu-ren / Pan, Mao et al. | 2016
- 1061
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Problems and their solutions in predicting soft ground settlement based on Asaoka's methodHuang, Guang-jun et al. | 2016
- 1066
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Ground deformation characteristics of foundation pit related to the urban rail transit in BeijingWu, Feng-bo / Jin, Huai / Zhu, Shao-kun et al. | 2016
- 1075
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Analysis of deformation of deep foundation pit under excavation unloading conditionChen, Kun / Yan, Shu-wang / Sun, Li-qiang et al. | 2016
- 1083
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Analysis of soil deformation caused by installation of horizontal jet grout columnWang, Zhi-feng / Shen, Shui-long / Xie, Yong-li et al. | 2016
- 1089
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Research on movement behavior and failure mechanism of overlying strata caused by mining at mountainous fieldLi, Fei / Wang, Jin-an / Li, Peng-fei et al. | 2016
- 1096
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Calculation of downslide thrust of slope based on vector analysis methodShen, Hua-zhang / Zhang, Guo-fa / Wang, Shui-lin et al. | 2016
- 1109
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Several issues on the soil nailing wall combined with row piles in bracing the deep foundation pits of open cut tunnelWang, Jian-hua / Li, Jiang-teng / Liao, Jun et al. | 2016
- 1118
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Research on seismic dynamic stability of arch dam abutment based on overload methodZeng, Hai-yan / Zhang, Jian-hai / Liu, Xi-kang et al. | 2016
- 1127
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A coupled Eulerian-Lagrange FEM method for analyzing the effects of spudcan penetration on an adjacent pileWang, Jian-hua / Lan, Fei et al. | 2016
- 1137
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Numerical simulation of the bearing capacity of a foundation near slope using the upper bound finite element methodZhao, Ming-hua / Hu, Xiao / Zhang, Rui et al. | 2016
- 1144
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Reliability analysis of slope stability considering variability of soil saturated hydraulic conductivity under rainfall infiltrationDou, Hong-qiang / Han, Tong-chun / Gong, Xiao-nan et al. | 2016
- 1153
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Upper bound limit analysis based on Taylor expansion form of element velocitySun, Cong / Li, Chun-guang / Zheng, Hong et al. | 2016
- 1161
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Discrete element simulation for torsional shear test by hollow cylinder apparatusLi, Bo / Huang, Mao-song et al. | 2016
- 1171
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High efficient algorithms for solving linear equations in discontinuous deformation analysisFu, Xiao-dong / Sheng, Qian / Zhang, Yong-hui et al. | 2016
- 1179
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2D FEM numerical simulation of rainfall infiltration for landslide with considering runoff effect and its applicationTian, Dong-fang / Zheng, Hong / Liu, De-fu et al. | 2016
- 1187
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Analysis of unbounded domain problems by the weak form quadrature element methodYuan, Shuai / Zhong, Hong-zhi et al. | 2016
- 1195
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Isolation effect of discontinuous pile-group barriers on plane P and SV waves: Simulation based on 2D broadband indirect boundary integration equation methodLiu, Zhong-xian / Wang, Shao-jie et al. | 2016
- 1208
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An analysis method for the online monitoring data of tunnel structureLi, Ming / Chen, Wei-zhong / Yang, Jian-ping et al. | 2016