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Main features of future constitutive models for granular materials in penetration analysis
JIANG Mingjing
2007, 29(9): 1281-1288.
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Studies on deformation mechanism and rock mass stability of high slopes of Geheyan Power Station under multiple factors
LI Jianlin, LIU Jie, WANG Lehua
2007, 29(9): 1289-1295.
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Rolling tests on movement characteristics of rock blocks
HUANG Runqiu, LIU Weihua, ZHOU Jiangping, PEI Xiangjun
2007, 29(9): 1296-1302.
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Variation characteristics of penetrating energy for diamond drilling in weathered granite formation
TAN Zhuoying
2007, 29(9): 1303-1306.
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Researches on lateral support behavior of large diameter rock-socketed cast-in-place piles at river port by laboratory model test
WANG Duoyin, LAN Chao, HE Guangchun, WANG Chengzhi
2007, 29(9): 1307-1313.
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Study on dynamic stress-strain relationship of soft clay based on modified Iwan’s model under undrained cyclic loading
CAI Yuanqiang, LIU Wei, XU Changjie, HUANG Hongchao
2007, 29(9): 1314-1319.
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Centrifuge modeling of seismic behavior of slopes reinforced by stabilizing pile
YU Yuzhen, DENG Lijun
2007, 29(9): 1320-1323.
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Strength and geoenvironmental properties of clay improved by tung oil and sticky rice juice
TANG Xiaowu, LIN Tingsong, LUO Xue, YING Feng, LI Zhenze
2007, 29(9): 1324-1329.
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Equivalent linear model of intact loess considering structural effect
CHEN Cunli, GAO Peng, HE Junfang
2007, 29(9): 1330-1336.
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A combined geomechanical model test system and its application in a bifurcation tunnel project
ZHANG Qiangyong, LI Shucai, GUO Xiaohong
2007, 29(9): 1337-1343.
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Elastic viscoplastic constitutive model for K0-consolidated soft clays
WANG Lizhong, DAN Hanbo
2007, 29(9): 1344-1354.
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Optimum diameter analysis of pipe roofs applied in underground engineering with shallow overburden
DONG Xinping, PENG Zhonghe
2007, 29(9): 1355-1360.
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Integrative reconstruction method of non-continuous stratum surface suitable for 3D rock-mass structure modeling
XU Nengxiong, TIAN Hong, YU Shu
2007, 29(9): 1361-1366.
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Probability analysis of consolidation of ground with vertical drain using point-estimate method
ZHANG Yiping, LI Tao, WANG Wei
2007, 29(9): 1367-1371.
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The method of frequency decrease rate for fast identification of site liquefaction from surface acceleration records
SUN Rui, YUAN Xiaoming
2007, 29(9): 1372-1379.
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Tangent elastic modulus of Duncan-Chang model for different stress paths
YIN Deshun, WANG Baotian, WANG Yuntao
2007, 29(9): 1380-1385.
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Characteristics of fractal and percolation of rocks subjected to uniaxial compression during their failure process
LIANG Zhengzhao, TANG Chunan, TANG Shibin, XU Tao, ZUO Yujun
2007, 29(9): 1386-1391.
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Experimental study on behavior of different uplift piles for deep-embedded underground structure
WU Chunqiu, XIAO Daping, WU Jun
2007, 29(9): 1392-1397.
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Study on waterproof and drainage techniques of tunnels based on controlling drainage
DING Hao, JIANG Shuping, LI Yong
2007, 29(9): 1398-1403.
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Analytical solution of contaminant diffusion through semi-infinite clay under non-linear adsorption condition
XIE Haijian, CHEN Renpeng, CHEN Yunmin, KE Han
2007, 29(9): 1404-1408.
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Experimental research on deformation and strength of cohesive soil under lateral extension
ZAI Jinmin, ZHANG Yunjun, WANG Xudong, CHANG Yinsheng
2007, 29(9): 1409-1412.
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Studies on electrical resistivity of remold expansive soils
MIAO Linchang, YAN Mingliang, CUI Ying
2007, 29(9): 1413-1417.
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Full-scale field tests on uplift behavior of piles with enlarged base
WANG Weidong, WU Jiangbin, XU Liang, HUANG Shaoming
2007, 29(9): 1418-1422.
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Testing of slope stress zones and its application to unloading zonation
SHEN Junhui, ZHANG Jinlin, XU Jin, LIAO Ronggui, CHEN Chunwen
2007, 29(9): 1423-1427.
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Hyperbolic model of load transfer method for single pile in Xi’an area and its engineering application
DANG Faning, LIU Na, HE Wenan
2007, 29(9): 1428-1432.
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Analysis of locations and displacement modes of monitoring points in displacement mutation criteria
LIN Hang, CAO Ping, GONG Fengqiang
2007, 29(9): 1433-1438.
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