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Explicit model for cumulative strain of saturated clay subjected to cyclic loading
HUANG Mao-song, YAO Zhao-ming
2011, 33(3): 325.
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Experimental study on flexural behavior of shaped steel reinforced cement-soil composite beams
ZHENG Gang, LI Zhi-wei, LIU Chang
2011, 33(3): 332.
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Model tests on vacuum preloading technology of super-soft soil
YAN Shu-wang, SUN Li-qiang, LI Wei, WU Kun-biao
2011, 33(3): 341.
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Critical dynamic stress of red clay and replacement thickness of ballastless track cutting bed of high-speed railways
LIU Xiao-hong, YANG Guo-lin, FANG-Wei
2011, 33(3): 348.
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Experimental study on micro-mechanical model for two different bonded granules under complex stress conditions
JIANG Ming-jing, SUN Yu-gang, LI Li-qing
2011, 33(3): 354.
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Transient dynamic response of tunnels subjected to blast loads in saturated soil
CAI Yuan-qiang, CHEN Cheng-zhen, SUN Hong-lei
2011, 33(3): 361.
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SWCCs and influence of temperature on matrix suction under different compaction degrees
WANG Xie-qun, ZOU Wei-lie, LUO Yi-dao, WANG Jian-feng, DENG Wei-dong
2011, 33(3): 368.
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Experiments on pad and chimney foundation in reinforced aeolian sand under uplift combined with horizontal loads
QIAN Zeng-zhen, LU Xian-long, DING Shi-jun
2011, 33(3): 373.
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Design and verification of automatic true triaxial apparatus
YE Guan-lin, SHENG Jia-ren, WU Chao-jun, WANG Jian-hua
2011, 33(3): 380.
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Soil arching effect of anti-slide piles based on particle flow method
XIANG Xian-chao, ZHANG Hua, JIANG Guo-sheng, TU Peng-fei
2011, 33(3): 386.
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Rows of elastic hollow pipe piles as isolation barriers for plane SV waves
XU Ping
2011, 33(3): 392.
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Nonlinear rheological model for frozen soft rock during Cretaceous period
LI Dong-wei, WANG Ren-he, FAN Ju-hong
2011, 33(3): 398.
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Reliability assessment of bearing capacity of pile foundation based on CPTU data
CAI Guo-jun, LIU Song-yu, ANAND J Puppala, TONG Li-yuan
2011, 33(3): 404.
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Stress and displacement of surrounding rock with shallow twin-parallel tunnels
YAN Li, YANG Jun-sheng, LIU Bao-chen
2011, 33(3): 413.
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Causes for different stabilization effects of cementitous-expansible compound soft soil stabilizer
LI Zhan-guo, NING Jian-guo, HUANG Xin
2011, 33(3): 420.
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Model tests on ultimate uplift capacity of piles under excavation
LUO Yao-wu, HU Qi, CHEN Yun-min, LING Dao-sheng
2011, 33(3): 427.
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Analytical calculation of laterally loaded piles in double-layered elastoplastic soils
CHANG Lin-yue, WANG Jin-chang, ZHU Xiang-rong, XIE Xin-yu
2011, 33(3): 433.
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Numerical simulation of piled raft foundation of super-tall buildings crossing metro tunnels
WU Yong-hua, XIE Xin-yu, YE Jun, WU Jian, LIU Kai-fu
2011, 33(3): 441.
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Open-ended prestressed concrete pipe-piles jacked into soft clay interbeded with silt
LIU Jun-wei, ZHANG Zhong-miao, ZHANG Qian-qing, XIE Zhi-zhuan
2011, 33(3): 448.
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Slope stability of expansive soil under fissure influence
YIN Zong-ze, XU Bin
2011, 33(3): 454.
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Slip-line solution to passive earth pressure on retaining walls
PENG Ming-xiang
2011, 33(3): 460.
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Influencing factors of horizontal displacement of wall facing of grillage flexible supporting structure with prestressed anchors
ZHOU Yong, ZHU Yan-peng
2011, 33(3): 470.
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Ground settlement induced by double-O-tube shield tunneling under different construction conditions
WEI Gang, ZHU Kui, CHEN Wei-jun
2011, 33(3): 477.
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Experimental study on wetting deformation of compacted laterite
TAN Yun-zhi, KONG Ling-wei, GUO Ai-guo, WAN Zhi
2011, 33(3): 483.
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Model tests on bored piles under vertical load on different pile-tip soils
LIU Kun, ZHAO Chun-feng
2011, 33(3): 490.
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Change of permeability tensors in fractured rock mass based on intelligent drillhole optical imager
MA Feng, CHEN Gang, HU Cheng, ZHANG Ming, ZHANG Wei
2011, 33(3): 496.
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