1002-4972
2014 Issue 8
Key placing technology for super-long bottom protection mattress in tidal reaches of the Yangtze River
MO Jian-bo;,SUN Wei-ping;,ZHANG Cai-jun;
MO Jian-bo;,SUN Wei-ping;,ZHANG Cai-jun;
..............page:1-7
..............page:8-14
Optimizing conformal tidal harmonic analysis model(OCTHM) and algorithm based on high & low water observations
LEI Lei;,WANG Ru-yun;,ZHAN Fei;,ZHOU Jun;,ZHOU Peng;
LEI Lei;,WANG Ru-yun;,ZHAN Fei;,ZHOU Jun;,ZHOU Peng;
..............page:15-19
Calculation of flexural capacity and prediction of failure section of corroded concrete beams
QIU Song;,WU Feng;,ZHANG Zhang;
QIU Song;,WU Feng;,ZHANG Zhang;
..............page:20-23
Two-dimensional finite element tide mathematic model and its application
LIU Tao;,SUN Bing;,ZHU Wen-jin;
LIU Tao;,SUN Bing;,ZHU Wen-jin;
..............page:24-28
Analytical method for calculating wave forces on submerged sloping breakwater
HU Bao-lin;,LIU Yi-min;,XIONG Sheng;,YAO Wen-juan;
HU Bao-lin;,LIU Yi-min;,XIONG Sheng;,YAO Wen-juan;
..............page:29-32
On distribution characteristics of wave climate in Jiangsu sea
FAN Fei;,GONG Ying-long;,ZHANG Liang-liang;
FAN Fei;,GONG Ying-long;,ZHANG Liang-liang;
..............page:33-40
Research and application of simulation technology "Pearl River Delta and more complex waters of tidal current"
LIU Jun-yong;
LIU Jun-yong;
..............page:41-45
Parameters design and chief function of large-scale wave generator
WANG Shou-jun;,ZHENG Zi-long;
WANG Shou-jun;,ZHENG Zi-long;
..............page:46-49,70
Assessment of remaining life and protection effect of sacrificial anode for steel pipe piles of Yangshan port phase Ⅰ project
LU Jin-liang;,ZHANG Yi;,ZHENG Wei;
LU Jin-liang;,ZHANG Yi;,ZHENG Wei;
..............page:50-52
Influence of reinforcement upgrading on port and waterway engineering works
QIAN Zu-bin;,SHAN Hai-chun;,SHEN Jian-xia;
QIAN Zu-bin;,SHAN Hai-chun;,SHEN Jian-xia;
..............page:53-55
Performance analysis of self-compacting concrete subjected to sulfate attack
HE Jun-yong;,TIAN Cheng-yu;,WU Yong-ming;
HE Jun-yong;,TIAN Cheng-yu;,WU Yong-ming;
..............page:56-60
Comparative study on design method of armor block for rubble mound breakwater between Chinese and British standards
CAI Wei;,FANG Ai-dong;,SU Yong-sheng;,WANG Shuai;
CAI Wei;,FANG Ai-dong;,SU Yong-sheng;,WANG Shuai;
..............page:61-65
..............page:66-70
Architecture design of 3D visualization technology for digital port based on Vega Prime
CHENG Xiao-lin;,LI Cai-xia;,LI Zhi;,WANG Yi;
CHENG Xiao-lin;,LI Cai-xia;,LI Zhi;,WANG Yi;
..............page:71-76
Comparative study on span of trestles and compensating platform for large LNG jetty
CHEN Wen-ming;,LIU Jie;,LU Zhi-qiang;,YANG Kai;,YANG Xue-bin;
CHEN Wen-ming;,LIU Jie;,LU Zhi-qiang;,YANG Kai;,YANG Xue-bin;
..............page:77-82
Design for gravity quay under condition of extensive range of karsts cave
JIANG Ting;,WANG Xiao-ping;,YAN Chen-yu;
JIANG Ting;,WANG Xiao-ping;,YAN Chen-yu;
..............page:83-87
Crest elevation design for artificial island
SHI Yu;,ZOU Hong-yu;
SHI Yu;,ZOU Hong-yu;
..............page:88-91,96
Selection and optimization of silo configuration in bulk grain terminal
CHU Guang-qiang;,MENG Ya-hao;,ZHANG Li-bin;
CHU Guang-qiang;,MENG Ya-hao;,ZHANG Li-bin;
..............page:92-96
Primary technology of wrap-around breakwater in a power plant in Hainan
SONG Wen-tao;,ZHANG Xi-bao;
SONG Wen-tao;,ZHANG Xi-bao;
..............page:97-100,112
Influences of Tongzhou shoal west channel regulation on 12.5 m deepwater channel and countermeasures
DU De-jun;,WEN Yun-cheng;,WU Dao-wen;,XIA Yun-feng;,XU Hua;,ZHANG Shi-zhao;
DU De-jun;,WEN Yun-cheng;,WU Dao-wen;,XIA Yun-feng;,XU Hua;,ZHANG Shi-zhao;
..............page:101-106,118
Impact of Ruifengsha's changes on riverbed characteristics at the south channel of the Yangtze River estuary
GONG Zheng;,LUO Xiao-feng;,ZHU Yuan;
GONG Zheng;,LUO Xiao-feng;,ZHU Yuan;
..............page:107-112
Numerical simulation and analysis of time-varying temperature field of lock floor mass concrete
HAN Shi-lin;,WANG Chao;,XU Ke;
HAN Shi-lin;,WANG Chao;,XU Ke;
..............page:113-118
..............page:119-122
On risk assessment of navigation environment of Shanghai-Nantong railway Yangtze River Bridge Waters
ZHAO Cang-long;
ZHAO Cang-long;
..............page:123-128,152
Stress detection of water release radial gate for Songhuajiang Dadingzishan navigation-power junction
SHUAI Xiu-lian;
SHUAI Xiu-lian;
..............page:129-133
Discussion on steel structure in the form of ship lock sector gate
WANG Jian-min;,XU Ming;
WANG Jian-min;,XU Ming;
..............page:134-137
Calculating method for bearing capacity and finite element model of open-ended tubular pile
LIN Yue;
LIN Yue;
..............page:138-143
Unloading criterion on improvement technique of shallow ultra-soft soil foundation formed by hydraulic reclamation
BAO Shu-feng;,CHEN Wei-dong;
BAO Shu-feng;,CHEN Wei-dong;
..............page:144-148
Application of reinforced soil retaining wall in soft soil foundation
DENG Yu-zhong;,XU Run-sheng;,ZHANG Xu-jin;
DENG Yu-zhong;,XU Run-sheng;,ZHANG Xu-jin;
..............page:149-152
Integrity testing of in-service piles based on double-velocity test method
LIN Mei-hong;,LIU Pei-ge;,SU Lin-wang;,YING Zong-quan;,ZHAO Ran;
LIN Mei-hong;,LIU Pei-ge;,SU Lin-wang;,YING Zong-quan;,ZHAO Ran;
..............page:153-158
New method of settlement calculation for drainage reinforcement of dredged sludge
CHEN Yun-jin;,WU Xiao;,ZHENG Xin-liang;
CHEN Yun-jin;,WU Xiao;,ZHENG Xin-liang;
..............page:159-162
Hydraulic characteristics of anti-stone device in cutter head ofcutter suction dredger based on CFD
WEN Dong;,YANG Zheng-jun;,ZHOU Zhi-qiang;
WEN Dong;,YANG Zheng-jun;,ZHOU Zhi-qiang;
..............page:163-167
Construction techniques of artificial sand-filled bags under extreme working conditions
WANG Xin-qiang;,ZOU Qi-meng;
WANG Xin-qiang;,ZOU Qi-meng;
..............page:168-171
..............page:172-175
Determination of index of dredged clay ball in the process of dredging
QIN Liang;,TANG Da-fang;
QIN Liang;,TANG Da-fang;
..............page:176-180