1000-4548
2016 Issue S1
The development of anti-seepage technology with geomembrane on reservoirs and dams in China
SHU Yi-ming;WU Hai-min;JIANG Xiao-zhen;College of Water Conservancy and Hydropower Engineering;Hohai University;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
SHU Yi-ming;WU Hai-min;JIANG Xiao-zhen;College of Water Conservancy and Hydropower Engineering;Hohai University;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
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qian yan
shu yi ming ;
shu yi ming ;
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Design of seepage control of upper reservior bottom of a pumped-storage power station by using geomembrane
WANG Ai-lin;WANG Ying-jun;LEI Xian-yang;Power China;Huadong Engineering Corporation Limited;
WANG Ai-lin;WANG Ying-jun;LEI Xian-yang;Power China;Huadong Engineering Corporation Limited;
..............page:10-14
Application of geomembrane in Liyang Pumped Storage Power Plant
SHI Han-xin;HU Yu-lin;CHANG Shan-shan;Power China Zhongnan Engineering Corporation Limited;
SHI Han-xin;HU Yu-lin;CHANG Shan-shan;Power China Zhongnan Engineering Corporation Limited;
..............page:15-20
Progress in the cause and repair technology of channel seepage
WANG Xiao-dong;HE Yong-hui;YAN Jun;GU Fang-fang;JIANG Ya-han;Nanjing Hydraulic Research Institute;State Key Laboratory-Water Resources and Hydraulic Engineering;Nanjing Ruidi Construction Technology Co.;Ltd.;Huaian Flood Control and Drought Relief Mobile Team;
WANG Xiao-dong;HE Yong-hui;YAN Jun;GU Fang-fang;JIANG Ya-han;Nanjing Hydraulic Research Institute;State Key Laboratory-Water Resources and Hydraulic Engineering;Nanjing Ruidi Construction Technology Co.;Ltd.;Huaian Flood Control and Drought Relief Mobile Team;
..............page:21-24
Mechanical response of geomembrane seepage barrier in side slope of an evaporation pond
LI Wei-chao;WU Fu-qiang;TANG Bin;CAI Hong;XIE Ding-song;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin;China Institute of Water Resources and Hydropower Research;Henan Areo Geophysical Survey and Remote Sensing Center;China Water Investment Co.;Ltd.;
LI Wei-chao;WU Fu-qiang;TANG Bin;CAI Hong;XIE Ding-song;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin;China Institute of Water Resources and Hydropower Research;Henan Areo Geophysical Survey and Remote Sensing Center;China Water Investment Co.;Ltd.;
..............page:25-29
Model tests on failure properties of geomembrane anchorage due to clamping effect in surface barrier of high rock-fill dam
WU Hai-min;SHU Yi-ming;TENG Zhao-ming;JIANG Shan-ping;LIU Yun-feng;College of Water Conservancy and Hydropower Engineering;Hohai University;
WU Hai-min;SHU Yi-ming;TENG Zhao-ming;JIANG Shan-ping;LIU Yun-feng;College of Water Conservancy and Hydropower Engineering;Hohai University;
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Application of composite geomembrane in seepage control of slag dam
LIANG Lun-fa;LI Hua-yan;SHI Han-xin;ZHOU Ying;DOU Can;Zhongnan Engineering Corporation Limited of Power China;
LIANG Lun-fa;LI Hua-yan;SHI Han-xin;ZHOU Ying;DOU Can;Zhongnan Engineering Corporation Limited of Power China;
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Layout of cutoff wall of high embankment dams on deep overburden layer
LI Bin;LIU Juan;Tianjin Port Engineering Institute Ltd.of CCCC First Harbor Engineering Company Ltd.;Key Laboratory of Port Geotechnical Engineering;Ministry of Communications;PRC;Key Laboratory of Port Geotechnical Engineering of Tianjin;Power Construction Corporation of China;
LI Bin;LIU Juan;Tianjin Port Engineering Institute Ltd.of CCCC First Harbor Engineering Company Ltd.;Key Laboratory of Port Geotechnical Engineering;Ministry of Communications;PRC;Key Laboratory of Port Geotechnical Engineering of Tianjin;Power Construction Corporation of China;
..............page:42-48
Stochastic analysis of contact force between geomembrane and particle underlayer based on principle of maximum entropy
JIANG Xiao-zhen;SHU Yi-ming;Department of Geotechnical Engineering;Nanjing Hydraulic Research Institute;College of Water Conservancy and Hydropower Engineering;Hohai University;
JIANG Xiao-zhen;SHU Yi-ming;Department of Geotechnical Engineering;Nanjing Hydraulic Research Institute;College of Water Conservancy and Hydropower Engineering;Hohai University;
..............page:49-55
Factors for anti-seepage performance of GCL
XIE Shi-ping;HE Shun-hui;ZHANG Jian;Tianjin Zhonglian Gelin Science and Technology Development Co.;Ltd.;
XIE Shi-ping;HE Shun-hui;ZHANG Jian;Tianjin Zhonglian Gelin Science and Technology Development Co.;Ltd.;
..............page:56-61
Optimization of PVC geomembrane specimens for biaxial tensile tests
ZHOU Tian-e;SHU Yi-ming;WU Hai-min;ZHANG Xian-lei;LIU Yun-feng;HAO Xue-hang;College of Water Conservancy and Hydropower Engineering;Hohai University;State Key Laboratory of Water Conservancy and Hydropower Engineering;Hohai University;
ZHOU Tian-e;SHU Yi-ming;WU Hai-min;ZHANG Xian-lei;LIU Yun-feng;HAO Xue-hang;College of Water Conservancy and Hydropower Engineering;Hohai University;State Key Laboratory of Water Conservancy and Hydropower Engineering;Hohai University;
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Zhengzhou 1st section of The South-to-North Water Diversion Project engineering seepage control and drainage design research
ZHANG Yan-feng;HOU Yong-mei;ZHANG Ting-ting;Yellow River Engineering Consulting Co.;Ltd.;
ZHANG Yan-feng;HOU Yong-mei;ZHANG Ting-ting;Yellow River Engineering Consulting Co.;Ltd.;
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Application of 3D solid water seepage method in construction of fine fraction tailings dam
YU Xin-zhou;China Blue Star Changsha Design and Research Institute;
YU Xin-zhou;China Blue Star Changsha Design and Research Institute;
..............page:74-78
Adsorption and isolation of GCL on copper ions
HE Shun-hui;XIE Shi-ping;ZHANG Jiang;Tianjin Zhong Lian Ge Lin Science and Technology Development Co.;Ltd.;
HE Shun-hui;XIE Shi-ping;ZHANG Jiang;Tianjin Zhong Lian Ge Lin Science and Technology Development Co.;Ltd.;
..............page:79-82
Properties of nanosilica-reinforced polyurethane by in-situ preparation and its application in polyurethane grouting
LI Ya-di;LI Jia-jin;CHEN Ding-ding;FAN Ren-xiang;SANG Guo-long;NI Jian-ming;DING Yun-sheng;Institute of Polymer Materials and Chemical Engineering;School of Chemistry and Chemical Engineering;Hefei University of Technology;Huaibei Mining Co.;Ltd.;Key Laboratory of Advanced Functional Materials and Devices;
LI Ya-di;LI Jia-jin;CHEN Ding-ding;FAN Ren-xiang;SANG Guo-long;NI Jian-ming;DING Yun-sheng;Institute of Polymer Materials and Chemical Engineering;School of Chemistry and Chemical Engineering;Hefei University of Technology;Huaibei Mining Co.;Ltd.;Key Laboratory of Advanced Functional Materials and Devices;
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Model test on filtration fabrics of drainage board in reinforcement of soft soil foundation
CUI Shi-ping;The Third Railway Survey and Design Institute Group Corporation;
CUI Shi-ping;The Third Railway Survey and Design Institute Group Corporation;
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Application of removable filters in drainage wells
DING Pei-zhong;ZHOU Mi;ZHANG Wei;ZHU Guo-sheng;Key Laboratory of Gotechnical Mechanics and Engineering of Ministry of Water Resources;Changjiang River Scientific Research Institute;
DING Pei-zhong;ZHOU Mi;ZHANG Wei;ZHU Guo-sheng;Key Laboratory of Gotechnical Mechanics and Engineering of Ministry of Water Resources;Changjiang River Scientific Research Institute;
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Back analysis of Terzaghi consolidation coefficient
ZHANG Wei-min;GU Xing-wen;WANG Fang;Nanjing Hydraulic Research Institute;Key Laboratory of Water Science and Hydraulic Engineering of MWR;R&D Center of Hydro-Power Engineering Safety and Environmental Technology of NEA;
ZHANG Wei-min;GU Xing-wen;WANG Fang;Nanjing Hydraulic Research Institute;Key Laboratory of Water Science and Hydraulic Engineering of MWR;R&D Center of Hydro-Power Engineering Safety and Environmental Technology of NEA;
..............page:99-103
Application of three-dimensional composite drainage net in reservoir bottom seepage prevention system of Liyang Pumped Storage Power Plant
SHI Han-xin;LI Xiang;HU Yu-lin;WANG Xiao-ping;Powerchina Zhongnan Engineering Corporation Limited;
SHI Han-xin;LI Xiang;HU Yu-lin;WANG Xiao-ping;Powerchina Zhongnan Engineering Corporation Limited;
..............page:104-108
Effect of unsymmetrically biaxial tension on percent open area of geotextiles
ZHAO Wen-fang;TANG Xiao-wu;BAI Bin;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Shunde Foshan Country Garden Property Development Co.;Ltd.;
ZHAO Wen-fang;TANG Xiao-wu;BAI Bin;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Shunde Foshan Country Garden Property Development Co.;Ltd.;
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Performance indices and test method for reverse check valves
CHENG Yong-hui;GUO Peng-jie;ZHANG Wei;Key Laboratory of Geotechnical Mechanics and Engineering of Ministy of Water Resources;Changjiang River Scientific Research Institute;National Dam Safety Engineering Technology Research Center;
CHENG Yong-hui;GUO Peng-jie;ZHANG Wei;Key Laboratory of Geotechnical Mechanics and Engineering of Ministy of Water Resources;Changjiang River Scientific Research Institute;National Dam Safety Engineering Technology Research Center;
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Multifunctional permeability test apparatus for geotextiles under biaxial tension
LEI Guo-hui;WU Gang;JIANG Hong;MAO Jia-feng;Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education;Hohai University;Geotechnical Research Institute;Hohai University;Ocean College;Zhejiang University;Qingdao Liye Construction Profession Co.;Ltd.;Nanjing Soil Instrument Factory Co.;Ltd.;
LEI Guo-hui;WU Gang;JIANG Hong;MAO Jia-feng;Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education;Hohai University;Geotechnical Research Institute;Hohai University;Ocean College;Zhejiang University;Qingdao Liye Construction Profession Co.;Ltd.;Nanjing Soil Instrument Factory Co.;Ltd.;
..............page:119-124
Physical and mechanical properties of core and filter membrane for plastic vertical drains
WANG Jing;LI Tao;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;CCCC Key Lab of Environmental Protection &Safety in Foundation Engineering of Transportation;Guangzhou Harbor Engineering Quality Examination Co.;Ltd.;
WANG Jing;LI Tao;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;CCCC Key Lab of Environmental Protection &Safety in Foundation Engineering of Transportation;Guangzhou Harbor Engineering Quality Examination Co.;Ltd.;
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Comparative tests on reinforcement effects of integral and ordinary plastic drainage boards
LIU Ai-min;LIANG Ai-hua;YIN Chang-quan;Tianjin Port Engineering Institute Ltd.of CCCC First Harbor Engineering Company Ltd.;Key Laboratory of Port Geotechnical Engineering;Ministry of Communications;PRC;Key Laboratory of Port Geotechnical Engineering of Tianjin;
LIU Ai-min;LIANG Ai-hua;YIN Chang-quan;Tianjin Port Engineering Institute Ltd.of CCCC First Harbor Engineering Company Ltd.;Key Laboratory of Port Geotechnical Engineering;Ministry of Communications;PRC;Key Laboratory of Port Geotechnical Engineering of Tianjin;
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Influence of biaxial tensile strains on pore size parameters of woven geotextiles
TANG Lin;TANG Xiao-wu;QU Shao-xing;Harbin Institute of Technology at Weihai;Research Center of Costal and Urban Geotechnical Engineering;College of Civil Engineering and Architecture;Zhejiang University;Department of Engineering Mechanics;Zhejiang University;
TANG Lin;TANG Xiao-wu;QU Shao-xing;Harbin Institute of Technology at Weihai;Research Center of Costal and Urban Geotechnical Engineering;College of Civil Engineering and Architecture;Zhejiang University;Department of Engineering Mechanics;Zhejiang University;
..............page:134-140
Application of vacuum preloading with vertical drains in soft soil foundation of rapid-transit tram and numerical simulation
ZHUANG Yan;WANG Xiao-dong;CUI Xiao-yan;Geotechnical Research Institute;Dept.of College of Civil and Transportation Engineering;Hohai University;Dept.of College of Civil and Transportation Engineering;Hohai University;
ZHUANG Yan;WANG Xiao-dong;CUI Xiao-yan;Geotechnical Research Institute;Dept.of College of Civil and Transportation Engineering;Hohai University;Dept.of College of Civil and Transportation Engineering;Hohai University;
..............page:141-146
Laboratory model tests and mechanism of infiltration clogging effect of clayey soil
ZHAI Chao;GUO Wei-feng;YAN Chi;Tianjin Institute of Geotechnical Investigation Surveying;School of Civil Engineering;Tianjin University;
ZHAI Chao;GUO Wei-feng;YAN Chi;Tianjin Institute of Geotechnical Investigation Surveying;School of Civil Engineering;Tianjin University;
..............page:147-151
Theory and design method for electro-osmotic consolidation
ZHUANG Yan-feng;School of Civil Engineering;Wuhan University;
ZHUANG Yan-feng;School of Civil Engineering;Wuhan University;
..............page:152-155
Determination methods for effective opening size of geotextiles
SU Shu-qing;WU Wei-jun;CCCC Fourth Harbor Engingeering Institute Co.;Ltd.;Guangzhou Hargour Engineering Quality Examination Co.;Ltd.;
SU Shu-qing;WU Wei-jun;CCCC Fourth Harbor Engingeering Institute Co.;Ltd.;Guangzhou Hargour Engineering Quality Examination Co.;Ltd.;
..............page:156-159
Application of geotechnical synthetic materials in construction of sponge city
YAN Fei;Shanghai Municipal Engineering Design Institute Co.Ltd.Institute;
YAN Fei;Shanghai Municipal Engineering Design Institute Co.Ltd.Institute;
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Experimental study on radial consolidation of soil around drainage plate
CHEN Lei;ZHANG Fu-hai;LI Zhi-peng;AN Yan-yong;LI Yu-long;Tianjin Research Institute of Water Transport Engineering;M.O.T.;Key Laboratory of Ministry of Education for Geo-mechanics and Embankment Engineering;Hohai University;Institute of Geotechnical Engineering;Ho Hai University;Tianjin Institute of Geotechnical Investigation & Surveying;
CHEN Lei;ZHANG Fu-hai;LI Zhi-peng;AN Yan-yong;LI Yu-long;Tianjin Research Institute of Water Transport Engineering;M.O.T.;Key Laboratory of Ministry of Education for Geo-mechanics and Embankment Engineering;Hohai University;Institute of Geotechnical Engineering;Ho Hai University;Tianjin Institute of Geotechnical Investigation & Surveying;
..............page:163-168
Application and analysis of the geotextile composite cushion in the ground improvement of the new dredger fill
CHEN Yun-tao;WANG Gui-jun;MENG Fan-qiang;XU Yan;Hebei University of Technology;CCCC Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication;Key Laboratory of Port Geotechnical Engineering of Tianjin;Tianjin Teda Ocean Development Co.;Ltd.;
CHEN Yun-tao;WANG Gui-jun;MENG Fan-qiang;XU Yan;Hebei University of Technology;CCCC Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication;Key Laboratory of Port Geotechnical Engineering of Tianjin;Tianjin Teda Ocean Development Co.;Ltd.;
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Design methods for soft mattress in deep water and immersion along flow conditions
HUANG Zhao-biao;CHAI Hua-feng;LI Feng-hua;Changjiang Waterway Planning Design and Research Institute;
HUANG Zhao-biao;CHAI Hua-feng;LI Feng-hua;Changjiang Waterway Planning Design and Research Institute;
..............page:173-176
Comprehensive application of geosynthetics in solidified soil sea dike projects
LIU Ai-min;LIANG Ai-hua;Tianjin Port Engineering Institute Ltd.of CCCC First Harbor Engineering Company Ltd.;Key Laboratory of Port Geotechnical Engineering;Ministry of Communications;PRC;Key Laboratory of Port Geotechnical Engineering of Tianjin;
LIU Ai-min;LIANG Ai-hua;Tianjin Port Engineering Institute Ltd.of CCCC First Harbor Engineering Company Ltd.;Key Laboratory of Port Geotechnical Engineering;Ministry of Communications;PRC;Key Laboratory of Port Geotechnical Engineering of Tianjin;
..............page:177-180
Information construction technology for flat geotube embankments in estuarial and coastal areas
LIU Xin-xin;SHU Yi-ming;WU Xing-yuan;SHEN Da-yi;WU Hai-min;College of Water Conservancy and Hydropower Engineering;Hohai University;CCCC Shanghai Dredging Co.;Ltd.;
LIU Xin-xin;SHU Yi-ming;WU Xing-yuan;SHEN Da-yi;WU Hai-min;College of Water Conservancy and Hydropower Engineering;Hohai University;CCCC Shanghai Dredging Co.;Ltd.;
..............page:181-188
Structure and construction of sunken fascine mattress on ice
ZHONG Hua;ZHANG Bin;ZHANG Shou-jie;YU Ning;SU An-shuang;Heilongjiang Provincial Hydraulic Research Institute;Heilongjiang Provincial Water Conservancy and Hydroelectric Power Investigation;Design & Research Institute;
ZHONG Hua;ZHANG Bin;ZHANG Shou-jie;YU Ning;SU An-shuang;Heilongjiang Provincial Hydraulic Research Institute;Heilongjiang Provincial Water Conservancy and Hydroelectric Power Investigation;Design & Research Institute;
..............page:189-194
Impervious structure of reservoir embankment in soft soil foundation of Yangtze Estuary
LU Jian-hui;RUAN Long-fei;WANG Yong-qing;Shanghai Branch of Changjiang Survey Planning Design and Research Limited Co.;
LU Jian-hui;RUAN Long-fei;WANG Yong-qing;Shanghai Branch of Changjiang Survey Planning Design and Research Limited Co.;
..............page:195-202
Design and calculation methods of geotextile tubes
LIU Wei-chao;YANG Guang-qing;TANG Jin-song;ZHAO Yu;School of Civil Engineering;Shijiazhuang Tiedao University;
LIU Wei-chao;YANG Guang-qing;TANG Jin-song;ZHAO Yu;School of Civil Engineering;Shijiazhuang Tiedao University;
..............page:203-208
Field model tests on effective dewatering technology of geotextile tube filled by soil with high clay(silt) particle content
WU Hai-min;SHU Yi-ming;CHANG Guang-pin;LIU Yun-feng;LIU Xin-xin;GU Ke;College of Water Conservancy and Hydropower Engineering;Hohai University;
WU Hai-min;SHU Yi-ming;CHANG Guang-pin;LIU Yun-feng;LIU Xin-xin;GU Ke;College of Water Conservancy and Hydropower Engineering;Hohai University;
..............page:209-215
Integrated protection technology for expansive soil slopes in seasonally frozen zones
XU Li-li;LIU Li-jia;XU Zhao-wei;Heilongjiang Province Hydraulic Research Institute;
XU Li-li;LIU Li-jia;XU Zhao-wei;Heilongjiang Province Hydraulic Research Institute;
..............page:216-220
Application and analysis of new type filter structure in slope protection engineering
LI Biao;CHAI Hua-feng;LIU Lin-shuang;Changjiang Waterway Planning Design and Research Institute;
LI Biao;CHAI Hua-feng;LIU Lin-shuang;Changjiang Waterway Planning Design and Research Institute;
..............page:221-224
Characteristic analysis and control measures for debris flow in Baitan Gully of Wudongde Hydropower Station
LIU Bo;NIU Yun-hua;WANG Ke;DAI De-fu;Chang Jiang Institute of Survey;Planning;Design and Research;Kunming Dongchuan debris flow prevention and Control Research Institute;
LIU Bo;NIU Yun-hua;WANG Ke;DAI De-fu;Chang Jiang Institute of Survey;Planning;Design and Research;Kunming Dongchuan debris flow prevention and Control Research Institute;
..............page:225-230
Shear strength characteristics of basalt fiber-reinforced clay
GAO Lei;HU Guo-hui;YANG Chen;XIANG Chao;FU Jun-yi;XU Nan;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
GAO Lei;HU Guo-hui;YANG Chen;XIANG Chao;FU Jun-yi;XU Nan;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
..............page:231-237
Experimental apparatus and methods for scour of seams between tubes of punctured geotube dam
MAN Xiao-lei;SHU Yi-ming;LI Shao-peng;HAO Xue-hang;YANG Fan;YU Cheng-liang;College of Water Conservancy and Hydropower Engineering;Hohai University;
MAN Xiao-lei;SHU Yi-ming;LI Shao-peng;HAO Xue-hang;YANG Fan;YU Cheng-liang;College of Water Conservancy and Hydropower Engineering;Hohai University;
..............page:238-243
Simulation of reducing release of internal source in lake by geocell
SHI Ke;FANG Lei;XIA Yu-ming;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;
SHI Ke;FANG Lei;XIA Yu-ming;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;
..............page:244-247
The application of geomembrane combined with anti slide pile structure in soil slopes treatment and bridge foundationand protection in expansive soil area
XIA Yan;LIU Hai-xiao;LIU Jun;Jiangsu Transportation Research Institute Co.;Ltd.;Flood Control and Drought Relief Office of Jiangsu Province;Changzhou Municipal Bureau of Land and Resources;
XIA Yan;LIU Hai-xiao;LIU Jun;Jiangsu Transportation Research Institute Co.;Ltd.;Flood Control and Drought Relief Office of Jiangsu Province;Changzhou Municipal Bureau of Land and Resources;
..............page:248-252