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Experimental study on shear mechanical behaviors of interface between two kinds of media
YI Cheng, LI Zhibing, LIU Jinyan, HAO Bin, ZUO Jianping
2009, 31(9): 1317-1323.
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Continuum porous medium soil mechanics and its application in constitutive relationship of unsaturated soils
ZHAO Chenggang, LIU Yan
2009, 31(9): 1324-1335.
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Ultimate pullout resistance model for rigid denti-strip reinforced soil
ZHANG Mengxi, HUANG Chao
2009, 31(9): 1336-1344.
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3D scattering of plane SV waves by a circular-arc alluvial valley
LIANG Jianwen, WEI Xinlei, Vincent W.Lee
2009, 31(9): 1345-1353.
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Consolidation settlement characteristics of soft foundation in seasonal frozen swamp regions
LIU Hongjun, TAO Xiaxin
2009, 31(9): 1354-1360.
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Consolidation analysis of visco-elastic soil around a driven pile
LIU Jiacai, ZAI Jinmin, MEI Guoxiong, GAO Hong
2009, 31(9): 1361-1365.
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Numerical modeling of loading tests on a rammed aggregate pier
CHEN Jianfeng, HAN Jie
2009, 31(9): 1366-1370.
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Centrifuge model tests on deformation of ultra-deep foundation pits in soft ground
MA Xianfeng, ZHANG Haihua, ZHU Weijie, ZHENG Yifeng, XU Qianwei
2009, 31(9): 1371-1377.
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Characteristics of landslides induced by Wenchuan MS 8.0 Earthquake and preliminary analysis of their relations with ground motion parameters
WANG Xiuying, NIE Gaozhong
2009, 31(9): 1378-1383.
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Vertical vibration of partially embedded pile groups
REN Qing, HUANG Maosong, ZHONG Rui, LIN Yifeng
2009, 31(9): 1384-1390.
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Passive earth pressure of inclined retaining walls under seismic condition
YANG Jian, GAO Yufeng, CHENG Yongfeng, LU Xianlong
2009, 31(9): 1391-1397.
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Nonlinear m method for piles under lateral load
WU Feng, SHI Beiling, ZHUO Yang
2009, 31(9): 1398-1401.
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Numerical method for retaining structures based on coupled finite difference method and discrete element method
ZHANG Hua, LU Yang
2009, 31(9): 1402-1407.
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Laboratory tests on flow characteristics of liquefied and post-liquefied sand
CHEN Yumin, LIU Hanlong, SHAO Guojian, ZHAO Nan
2009, 31(9): 1408-1413.
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Ultimate pullout capacity of horizontal rectangular plate anchors
ZHAO Lianheng, LUO Qiang, LI Liang, DAN Hancheng
2009, 31(9): 1414-1420.
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Effects of differential wind erosion for multivariate layered steep soil slopes
CUI Kai, CHEN Wenwu, HAN Wenfeng, LIANG Shouyun, ZHANG Jinke
2009, 31(9): 1421-1426.
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Case studies of soil nailing walls and estimation of their displacement
YANG Yuwen
2009, 31(9): 1427-1433.
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Improved adjustment method of compound element conductivity matrix for calculating 3D seepage field with free surface
FU Yanling, ZHOU Zhifang, WU Yongxia
2009, 31(9): 1434-1439.
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Model tests on settlement of a single pile in saturated sand under unilateral cyclic loading
HUANG Yu, BAI Jiong, ZHOU Guoming, HUANG Qing
2009, 31(9): 1440-1444.
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Construction technology of earth pressure balance shield in watery sandy stratum
ZHANG Xudong
2009, 31(9): 1445-1449.
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One-dimensional analytical analysis and parameter study of coupled deformation and seepage in unsaturated soils
WU Lizhou, ZHANG Limin, HUANG Runqiu, XU Qiang
2009, 31(9): 1450-1455.
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Digitalization and application of shield tunnels
LI Xiaojun, ZHU Hehua, ZHEN Lu
2009, 31(9): 1456-1461.
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Development and application of weathering test apparatus for rockfill
SUN Guoliang, SUN Xun, ZHANG Bingyin
2009, 31(9): 1462-1466.
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Stress-strain analyses of sand-EPS lightweight-bead fills based on elliptic-parabolic yield surfaces model
XIAO Yang, DENG An
2009, 31(9): 1467-1471.
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Model tests on vertical bearing capacity of super-long pile groups in clay
ZHOU Shufen, KUANG Hongqiao
2009, 31(9): 1472-1475.
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Experimental study on reduction of groundwater buoyancy
MEI Guoxiong, SONG Linhui, ZAI Jinmin
2009, 31(9): 1476-1480.
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