yan tu gong cheng xue bao zheng gao jian ze

..............page:198

On basic theories of unsaturated soils and special soils
CHEN Zheng-han;Department of Architecture & Civil Engineering;LEU;

..............page:201-272

Comparative analysis of influences of different deformation modes of retaining structures on displacement field of deep soils outside excavations
ZHENG Gang;DENG Xu;LIU Chang;LIU Qing-chen;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;

..............page:273-285

yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;

..............page:285

Coupled horizontal-rocking vibration of partially embedded pile groups and its effect on resonance of offshore wind turbine structures
HUANG Mao-song;ZHONG Rui;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;

..............page:286-294

kan wu
ben kan bian ji bu ;

..............page:294

SMP-based representation of a constitutive model for unsaturated soils
MA Tian-tian;WEI Chang-fu;YAN Rong-tao;WEI Hou-zhen;TIAN Hui-hui;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil and Architectural Engineering;Guilin University of Technology;

..............page:295-300

Penetration depth prediction of spudcan in sand based on CPTU data
LI Sa;WANG Yao-cun;WU Qiu-yun;JIANG Hua;ZHOU Yang-rui;Geotechnical Institute;School of Civil Engineering;Tianjin University;Geophysical Division;China Oilfield Services Limited;

..............page:301-306

Shaking table tests and throwing phenomenon of deposit slopes under earthquakes
LIU Jing-wen;HUANG Bo;DENG Hui;LING Dao-sheng;GUO Xiao-guang;GAO Mei-beng;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection;Chengdu University of Technology;

..............page:307-311

Experimental study on characteristics of stress wave propagation in mesoscale and complex rock mass by microseismic monitoring
PENG Fu-hua;LI Shu-lin;CHENG Jian-yong;JIA Bao-shan;Changsha Institute of Mining Research;Xiamen University;China Molybdenum Co.;Ltd.;

..............page:312-319

Method for post-construction settlement of pile foundation of bridges in collapsible loess area
LIU Zheng-hong;ZHENG Jian-guo;ZHANG Ji-wen;QI Chang-jun;China JIKAN Institute of Engineering Investigation and Design;

..............page:320-326

Competitive adsorption behavior and mechanism of loess towards Pb(Ⅱ), Cu(Ⅱ) and Cd(Ⅱ)
LIU Jing-jing;TANG Xiao-wu;WANG Yan;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;Faculty of Architecture;Civil Engineering and Environment;Ningbo University;

..............page:327-333

Seismic response of interaction system of underlying tunnels, soils and adjacent frame structures
WANG Guo-bo;YU Yan-li;HE Wei;Hubei Key Laboratory of Roadway Bridge & Structure Engineering;Wuhan University of Technology;School of Civil Engineering and Architecture;Wuhan University of Technology;

..............page:334-338

Analytic calculation and experimental study on gas seepage dynamics problem of surrounding rock with an internal cavity
ZHONG Wei;TIAN Zhou;WANG Tie-liang;WANG Zhan-jiang;Northwest Institute of Nuclear Technology;

..............page:339-345

Hydro-mechanical behaviour of GMZ Ca-bentonite at high suctions
SUN Wen-jing;SUN De-an;LIU Shi-qing;FANG Lei;Department of Civil Engineering;Shanghai University;

..............page:346-353

Full-scale model tests on dynamic performances of ballastless high-speed railways under moving train loads
JIANG Hong-guang;BIAN Xue-cheng;XU Xiang;CHEN Yun-min;JIANG Jian-qun;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;Institute of Hydraulic Structure and Water Environment;Zhejiang University;

..............page:354-362

Coupling rheological model for end-anchored bolt and surrounding rock mass
WANG Gang;LIU Chuan-zheng;WU Xue-zhen;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Shandong University of Science and Technology;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shandong University of Science and Technology;

..............page:363-375

di si jie quan guo huan jing yan tu yu tu gong cai liao yan tao hui ( yi hao tong zhi )

..............page:375

Experimental research on strength of five-axis cement-soil mixed piles
ZHAO Chun-feng;ZOU Yu-wan;ZHAO Cheng;XIE Xiao-dong;ZHOU Yu-shi;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Shanghai Chengdi Construction & Development Co.;LTD;

..............page:376-381

Applicability of stability criterion for tunnels
LI Ning;ZHANG Cheng-ke;LIU Nai-fei;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Region Environmental and Engineering Research Institute;Chinese Academy of Sciences;

..............page:382-389

Creep deformation and heterogeneous characteristics for frozen soils with thermal gradient
ZHAO Xiao-dong;ZHOU Guo-qing;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;

..............page:390-394

Model tests on 3-D soil deformation during pile penetration using transparent soils
CAO Zhao-hu;KONG Gang-qiang;LIU Han-long;ZHOU Hang;Key Laboratory of Geomechanics and Embankment Engineering;Ministry of Education;College of Civil and Transportation Engineering;Hohai University;

..............page:395-400