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Shaft resistance loss of piles due to excavation beneath existing basements
GONG Xiao-nan, WU Cheng-jie, YU Feng, FANG Kai, YANG Miao
2013, 35(11): 1957-1964.
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Statistical damage constitutive model for rocks based on triaxial compression tests
ZHANG Ming, WANG Fei, YANG Qiang
2013, 35(11): 1965-1971.
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Consolidation effects of a saturated red clay subjected to temperature loading with different amplitudes
BAI Bing, ZHANG Peng-yuan, JIA Ding-yun, JIANG Si-chen
2013, 35(11): 1972-1978.
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Analytical solutions for elliptical tunnels in rheological rock considering excavation
WANG Hua-ning, JIANG Ming-jing, HE Ping
2013, 35(11): 1979-1987.
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Parametric study on breakthrough time of vertical cutoff wall for MSW landfills and simplified design formula for wall thickness
ZHAN Liang-tong, LIU Wei, ZENG Xing, CHEN Yun-min
2013, 35(11): 1988-1996.
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Semi-analytical solution to deformation and internal force of passive piles under surcharge loads considering soil arching effect
ZHU Ming-xing, GONG Wei-ming, HE Xiao-yuan, XU Guo-ping
2013, 35(11): 1997-2008.
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Empirical predictive model for seismic displacement of slopes under velocity pulse-like ground motions
SONG Jian, GAO Guang-yun
2013, 35(11): 2009-2017.
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Estimating strength of grouting reinforced bodies in broken rock mass
XU Hong-fa, GENG Han-sheng, LI Cao-fu, CHEN Wei, WANG Chen
2013, 35(11): 2018-2022.
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Static and dynamic characteristic analysis of segment joints based on three-dimensional discontinuous contact model
AI Hui-jun, PENG Li-min, SHI Cheng-hua
2013, 35(11): 2023-2029.
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Model tests on lateral bearing capacity and deformation of skirted suction caissons in saturated fine sand under horizontal monotonic loading
LI Da-yong, FENG Ling-yun, ZHANG Yu-kun, GUO Yan-xue
2013, 35(11): 2030-2037.
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Damage properties and influence factors of remolded frozen clay
WU Xu-ping, DING Chun-lin
2013, 35(11): 2038-2044.
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Graph theory for stability analysis of rock/soil slopes based on numerical manifold method
ZHENG Wen-bo, ZHUANG Xiao-ying, LI Yao-ji, CAI Yong-chang
2013, 35(11): 2045-2052.
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Influence of pit-in-pit excavation on lateral deformation of cantilever retaining structure
FENG Tu-gen, XIONG Zhong-hua, YU Bo
2013, 35(11): 2053-2059.
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An approach for calculating active limit support pressure of tunnel face of large-diameter pipe jacking in cohesive soils
ZHOU Shu-wei, XIA Cai-chu, GE Jin-ke, WANG Shuang, ZHANG Ping-yang
2013, 35(11): 2060-2067.
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Numerical simulation of forming of replacement piers during a dynamic replacement process
ZHENG Ling-wei, ZHOU Feng-hua, XIE Xin-yu
2013, 35(11): 2068-2075.
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Advection and dispersion of Cl- in clay-bentonite barriers
ZHANG Wen-jie, JIA Wen-qiang, ZHANG Gai-ge, HUANG Yi-yi
2013, 35(11): 2076-2081.
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Model tests on soil arching effects of piled embankments with sand fills
RUI Rui, HUANG Cheng, XIA Yuan-you, HU Gang, XIA Xiao-long
2013, 35(11): 2082-2089.
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Experimental study on freezing temperature and salt crystal precipitation of sodium sulphate soulotion and sodium sulphate saline soil
WAN Xu-sheng, LAI Yuan-ming
2013, 35(11): 2090-2096.
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Fracture experiments on ordered multi-crack body in rock-like materials under uniaxial compression and numerical simulation of wing cracks
ZHAO Yan-lin, WAN Wen, WANG Wei-jun, WANG Min, PENG Qing-yang
2013, 35(11): 2097-2109.
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Failure mechanism of mortar in front of bearing plate of compression type anchor cables
LU Li, LI Liang, DENG Yu, HU Tian-shi, LI Xiao-xiao
2013, 35(11): 2110-2116.
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Experimental study on excitation effect for unstable rock
TANG Hong-mei, CHEN Hong-kai, WANG Zhi, HE Xiao-ying, ZHU Xiu-zhu
2013, 35(11): 2117-2122.
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Geomechanical model for asymmetric distribution of deep-seated crack
HAN Gang, ZHAO Qi-hua, PENG She-qin
2013, 35(11): 2123-2130.
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Prototype tests on micro-steel pipe piles as retaining structures
XIANG Bo, MA Jian-lin, HE Yun-yong, ZHOU Li-rong
2013, 35(11): 2131-2138.
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Effects of temperature stress on diaphragm wall of circular deep foundation pit
HU Qi, LING Dao-sheng, CHENG Ze-hai, CHEN Zheng
2013, 35(11): 2139-2143.
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Safety factor of heave-resistant stability considering two- and three-dimensional size effects of foundation pits
WANG Hong-xin
2013, 35(11): 2144-2152.
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