Calculation method for earth pressure and stability of high submerged toe walls of concrete faced rockfill dams
FU Zhong-zhi;WANG Zhan-jun;CHEN Sheng-shui;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam;Ministry of Water Resources;Nanjing Hydraulic Research Institute;

..............page:1-8

A practical analytical approach to determine K_R-curves of concrete
MO Zhuo-kai;DONG Wei;WU Zhi-min;QU Xiu-hua;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;

..............page:9-17

Calculation method for load-carrying capacity of circular reinforced concrete members covered with steel tube
WANG Ting-wei;GONG Jin-xin;WU Zhi-liang;ZHU Xiao-yu;Faculty of Infrastructure Engineering;Dalian University of Technology;CCCC Third Harbor Consultants Company Limited;

..............page:18-25

Experimental analysis of abnormal phenomena in concrete fracture process based on acoustic emission signals characterization
FAN Xiang-qian;HU Shao-wei;LU Jun;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;

..............page:26-31

Experimental studies on hydrodynamic characteristics in level crossing entrance area of the river confluence
LU Yin-jun;JIA Dong-dong;WAN Qian-shan;ZHANG Xing-nong;Jiangsu Surveying and Design Institute of Water Resources Co.;Ltd.;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;

..............page:32-36

Equivalent temperature for the port asphalt pavement surface course
HU Hong-long;TAN Zhi-ming;Key Laboratory of Road and Traffic Engineering of Ministry of Education;School of Transportation Engineering;Tongji University;

..............page:37-41

Water level drop characteristics and its control measures for lower near-dam reaches of Changzhou hydro-junction on the Xijiang River
PANG Xue-Song;DU Jing-min;JIA Dong-dong;ZHANG Xing-nong;CAO Min-xiong;Guangxi Bureau of Port Management;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;

..............page:42-48

Dam risk evaluation and decision- making research of China
PENG Xue-hui;SHENG Jin-bao;LI Lei;ZHANG Shi-chen;LIU Lai-hong;Nanjing Hydraulic Research Institute;Nanjing Nari Group Corporation;

..............page:49-54

Monitoring control standard for seawall based on orthogonal design
HU Heng;DONG Zhi-liang;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;

..............page:55-61

Calculation and analysis of design current velocity for Lianyungang Haibin bridge in intertidal zone
ZHAI Jian-feng;DONG Pei-hua;XIONG Wei;DONG Jia;Jiangsu Provincial Communications Planning and Design Institute Co.;Ltd.;Water Transport Engineering Research Center of Jiangsu Province;

..............page:62-69

Slope stability analysis in consideration of rainfall influence based on PLAXIS software
KONG Yu-fei;ZHOU Meng-jia;SONG Er-xiang;YANG Jun;ZHANG Long-ying;SHI Hong-gang;LIU Jian;Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education;Tsinghua University;China State Construction Engineering Co.;Ltd.;

..............page:70-76

Direct shear test analysis of cement-stabilized weathered sand under different vertical loads and shear rates
YANG Jun;YANG Zhi;ZHANG Guo-dong;TANG Yun-wei;CHEN Hong-ping;Collaborative Innovation Center of Geological Hazards and Ecological Environment in Three Gorges Area in Hubei Province;China Three Gorges University;Civil and Architectural Institute;China Three Gorges University;Yichang Transport Bureau;Yichang Highway Administration;

..............page:77-83

Numerical simulation of the surge based on FLUENT software
DENG Cheng-jin;YUAN Qiu-shuang;HOU Yan-hua;JIA Wei;HydroChina Xibei Engineering Corporation;

..............page:84-91

Cofferdam design optimization for modification work of Qinhuai River shiplock
DING Yue;ZHANG You-li;TANG Yun-qing;WANG Yu-bo;Jiangsu Province Huai-Shu New Canal Administrative Office;Nanjing Hydraulic Research Institute;Jiangsu Kexing Engineering Construction Supervision Co.;Ltd.;

..............page:92-97

Calculation method for soil slope stability under the action of precipitation infiltration
XING Xiao-di;ZHANG Lei;TAN Ye-fei;QIU Cheng-chun;XIE Xing-hua;Key Laboratory of Navigation Structure Construction Technology;MoT;Nanjing Hydraulic Research Institute;College of Water Conservancy and Hydropower;Hohai University;Yellow River Shandong Bureau;Qinghai Yushu Electric Power Development Co.;Ltd.;

..............page:98-103

Hydro-Science and Engineering

..............page:104