Chinese Journal of Geotechnical Engineering 2007 Issue 9 Invitation for original papers

..............page:扉页Ⅱ

NEWS

..............page:1354,1360,1391

Analysis of locations and displacement modes of monitoring points in displacement mutation criteria
LIN Hang;CAO Ping;GONG Feng-qiang

..............page:1433-1438

Hyperbolic model of load transfer method for single pile in Xi'an area and its engineering application
DANG Fa-ning;LIU Na;HE Wen-an

..............page:1428-1432

Testing of slope stress zones and its application to unloading zonation
SHEN Jun-hui;ZHANG Jin-lin;XU Jin;LIAO Rong-gui;CHEN Chun-wen

..............page:1423-1427

Full-scale field tests on uplift behavior of piles with enlarged base
WANG Wei-dong;WU Jiang-bin;XU Liang;HUANG Shao-ming

..............page:1418-1422

Studies on electrical resistivity of remold expansive soils
MIAO Lin-chang;YAN Ming-liang;CUI Ying

..............page:1413-1417

Experimental research on deformation and strength of cohesive soil under lateral extension
ZAI Jin-min;ZHANG Yun-jun;WANG Xu-dong;CHANG Yin-sheng

..............page:1409-1412

Analytical solution of contaminant diffusion through semi-infinite clay under non-linear adsorption condition
XIE Hai-jian;CHEN Ren-peng;CHEN Yun-min;KE Han

..............page:1404-1408

Study on waterproof and drainage techniques of tunnels based on controlling drainage
DING Hao;JIANG Shu-ping;LI Yong

..............page:1398-1403

Experimental study on behavior of different uplift piles for deep-embedded underground structure
WU Chun-qiu;XIAO Da-ping;WU Jun

..............page:1392-1397

Characteristics of fractal and percolation of rocks subjected to uniaxial compression during their failure process
LIANG Zheng-zhao;TANG Chun-an;TANG Shi-bin;XU Tao;ZUO Yu-jun

..............page:1386-1391

Tangent elastic modulus of Duncan-Chang model for different stress paths
YIN De-shun;WANG Bao-tian;WANG Yun-tao

..............page:1380-1385

The method of frequency decrease rate for fast identification of site liquefaction from surface acceleration records
SUN Rui;YUAN Xiao-ming

..............page:1372-1379

Probability analysis of consolidation of ground with vertical drain using point-estimate method
ZHANG Yi-ping;LI Tao;WANG Wei

..............page:1367-1371

Integrative reconstruction method of non-continuous stratum surface suitable for 3D rock-mass structure modeling
XU Neng-xiong;TIAN Hong;YU Shu

..............page:1361-1366

Optimum diameter analysis of pipe roofs applied in underground engineering with shallow overburden
DONG Xin-ping;PENG Zhong-he

..............page:1355-1360

Elastic viscoplastic constitutive model for K0-consolidated soft clays
WANG Li-zhong;DAN Han-bo

..............page:1344-1354

A combined geomechanical model test system and its application in a bifurcation tunnel project
ZHANG Qiang-yong;LI Shu-cai;GUO Xiao-hong

..............page:1337-1343

Equivalent linear model of intact loess considering structural effect
CHEN Cun-li;GAO Peng;HE Jun-fang

..............page:1330-1336

Strength and geoenvironmental properties of clay improved by tung oil and sticky rice juice
TANG Xiao-wu;LIN Ting-song;LUO Xue;YING Feng;LI Zhen-ze

..............page:1324-1329

Centrifuge modeling of seismic behavior of slopes reinforced by stabilizing pile
YU Yu-zhen;DENG Li-jun

..............page:1320-1323

Study on dynamic stress-strain relationship of soft clay based on modified Iwan's model under undrained cyclic loading
CAI Yuan-qiang;LIU Wei;XU Chang-jie;HUANG Hong-chao

..............page:1314-1319

Researches on lateral support behavior of large diameter rock-socketed cast-in-place piles at river port by laboratory model test
WANG Duo-yin;LAN Chao;HE Guang-chun;WANG Cheng-zhi

..............page:1307-1313

Variation characteristics of penetrating energy for diamond drilling in weathered granite formation
TAN Zhuo-ying

..............page:1303-1306

Rolling tests on movement characteristics of rock blocks
HUANG Run-qiu;LIU Wei-hua;ZHOU Jiang-ping;PEI Xiang-jun

..............page:1296-1302

Studies on deformation mechanism and rock mass stability of high slopes of Geheyan Power Station under multiple factors
LI Jian-lin;LIU Jie;WANG Le-hua

..............page:1289-1295

Main features of future constitutive models for granular materials in penetration analysis
JIANG Ming-jing

..............page:1281-1288