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UH model for unsaturated soils
YAO Yang-ping, NIU Lei, CUI Wen-jie, WAN Zheng
2011, 33(6): 833.
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Failure interface behavior of multilayer landfill liner system
QIAN Xue-de, SHI Jian-yong, LIU Hui, ZHU Yue-bing
2011, 33(6): 840.
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Experimental study on cyclic behavior of gravel-structure interface with stress-control mode under constant normal stiffness
FENG Da-kuo, HOU Wen-jun, ZHANG Jian-min
2011, 33(6): 846.
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Migration of heavy metals in soil strata below and around a simple dump of MSWs
ZHAN Liang-tong, CHEN Ru-hai, CHEN Yun-min, LI YU-chao, XIE Yan
2011, 33(6): 853.
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Transient response of lining structure subjected to sudden internal uniform loading considering effects of coupling mass
GAO Meng, GAO Guang-yun, LI Da-yong
2011, 33(6): 862.
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Unsaturated permeability of highly compacted sand-bentonite mixtures under unconfined conditions
YE Wei-min, PAN Hong, WANG Qiong, CHEN Bao, CUI Yu-jun
2011, 33(6): 869.
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Reliability analysis of slope stability involving correlated non-normal variables using knowledge-based clustered partitioning method
LI Dian-qing, TANG Xiao-song, ZHOU Chuang-bing
2011, 33(6): 875.
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Elasto-plastic parameter inversion of tunnel engineering based on genetic-Gaussian process regression algorithm
LIU Kai-yun, FANG Yu, LIU Bao-guo
2011, 33(6): 883.
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Statistical analysis of surrounding rock pressure of mountain road tunnels
LIU Xue-zeng, YE Kang
2011, 33(6): 890.
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Test apparatus for thermal consolidation of saturated soils and its application
BAI Bing, CHEN Xing-xin
2011, 33(6): 896.
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Physical properties and shear strength characteristics of high liquid limit granite residual soil
CHEN Xiao-ping, ZHOU Qiu-juan, CAI Xiao-ying
2011, 33(6): 901.
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Evaluation of compactness degree of interval soil in soil-stone mixtures by use of shear-wave velocity
ZHANG Yu-hui, ZHANG Xian-min, CHENG Guo-yong
2011, 33(6): 909.
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Gaussian process method for slope reliability analysis
SU Guo-shao, XIAO Yi-long
2011, 33(6): 916.
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New technology and loading tests of horizontal jet grouting arch
LIU Jian-guo, ZHANG Hui-dong, ZHANG Hui-le, ZHAO Yan-fei, ZHONG Dong-bo, XU Han, LIU Zhong
2011, 33(6): 921.
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Measurement of SWCC of Nanyang expansive soil using the filter paper method
BAI Fu-qing, LIU Si-hong, YUAN Jiao
2011, 33(6): 928.
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True shear strength of soil
CAI Jian, CAI Ji-feng
2011, 33(6): 934.
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Statistical damage method for simulation of shear deformation process of deep-sea sediments
CAO Wen-gui, WANG Jiang-ying, ZHAI You-cheng, ZHAO Heng
2011, 33(6): 940.
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Three-dimensional strength criterion for layered-anisotropic cohesionless soils
Lü Xi-lin, HUANG Mao-song, QIAN Jian-gu
2011, 33(6): 945.
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Experimental study on resilience behaviour of coarse grained soils
ZHU Jun-gao, WANG Yuan-long, JIA Hua, ZHANG Bo
2011, 33(6): 950.
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Design method of electro-osmosis reinforcement for soft clay foundations
LI Ying, GONG Xiao-nan
2011, 33(6): 955.
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Application of FTA in safety assessment of row piles of excavation engineering
ZHANG Xiao-ping, WANG Jie, HU Ming-liang
2011, 33(6): 960.
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Exact solution for one-dimensional transient response of single-layer fluid-saturated porous media under arbitrary vertical loadings
LING Dao-sheng, ZHANG Fei-xia, WANG Yun-gang, SHAN Zhen-dong, FANG Zhi-hui
2011, 33(6): 966.
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Mechanism of microseism-inducdrock burst revealed by microseismic monitoring
MIAO Xiao-hu, JIANG Fu-xing, WANG Cun-wen, DENG Jian-ming
2011, 33(6): 971.
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Analysis and control of ground settlement of embankments in construction of cross-river shield tunnels
ZHANG Zhong-miao, LIN Cun-gang, WU Shi-ming, LIU Guan-shui, WANG Cheng-shan, XIE Wen-bin
2011, 33(6): 977.
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Validity of effective stress principle in saturated clay
CHEN Yu-jiong
2011, 33(6): 985.
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