0559-9350
2003 Issue 3
Study on the ultrasonic checking method for frost resistance in concrete structure
liu wei dong ; zhang dong qin ; wang yi min
liu wei dong ; zhang dong qin ; wang yi min
..............page:125-128
Investigation on coefficient of saturation recovery of non-uniform suspended load
wang xin hong ; cao ru xuan ; shen jin
wang xin hong ; cao ru xuan ; shen jin
..............page:120-124,128
Application of fuzzy clustering method in designing fuzzyneural exciting controller of generator
wang de yi ; yang guo qing ; yao li xiao ; wang tao
wang de yi ; yang guo qing ; yao li xiao ; wang tao
..............page:115-119
Bulk density changing during measuring soil water retention characteristics andits determining method
lv dian qing ; shao ming an ; wang quan jiu
lv dian qing ; shao ming an ; wang quan jiu
..............page:110-114,119
Theory of optimal reservoir dispatching with multi-objective and its application
wang xing ju ; zhao ran hang
wang xing ju ; zhao ran hang
..............page:104-109
The fractal surface and fractal adsorption model of sediment
li hong ; li jia ; li ke feng ; zhou lu
li hong ; li jia ; li ke feng ; zhou lu
..............page:14-18
Fluctuation characteristics of particles in sediment-laden flows
xia jian xin ; ni jin ren
xia jian xin ; ni jin ren
..............page:7-13
The optimisation of large water supply system with multi sources
zheng da qiong ; wang nian shen ; yang jun
zheng da qiong ; wang nian shen ; yang jun
..............page:1-6,13
..............page:98-103
Numerical study on suspended sediment movement in wave boundary layers over rippled bed
jiang chang bo ; bai yu chuan ; zhao zi dan ; zhang hong wu
jiang chang bo ; bai yu chuan ; zhao zi dan ; zhang hong wu
..............page:93-97,103
3-D p-version elasto-viscoplastic adaptive FEM model for hydraulic structures
fei wen ping ; chen sheng hong
fei wen ping ; chen sheng hong
..............page:86-92
Application of high-pressure jet grouting to underground reservoir with pebble bed
li xiang ran ; zhao chun fu ; gao ming jiu
li xiang ran ; zhao chun fu ; gao ming jiu
..............page:80-85,92
Super-cubic and sub-cubic law of rough fracture seepage and its experiments study
xu guang xiang ; zhang yong xing ; ha qiu ning
xu guang xiang ; zhang yong xing ; ha qiu ning
..............page:74-79
Assessment of liquefaction potential of silt layer using seismic response analysis method
cao yu chun ; zhou jian ; huang mao song ; wu shi ming
cao yu chun ; zhou jian ; huang mao song ; wu shi ming
..............page:69-73
A multi-objective and group-decision-making model of water resources and macro-economic sustainable development in Dalian
chen shou zuo ; huang xian cheng ; li deng feng
chen shou zuo ; huang xian cheng ; li deng feng
..............page:42-48
An isoparametric finite element 3-D numerical model for the fracture-karst flow in a wells field
qian jia zhong ; wu jian feng ; dong hong xin ; zhu xue yu
qian jia zhong ; wu jian feng ; dong hong xin ; zhu xue yu
..............page:37-41
..............page:33-36
Plan element simulation of fracture seepage for analyzing seepage in RCC dams
zhu yue ming ; gong dao yong ; zhang hong ; ma dong liang
zhu yue ming ; gong dao yong ; zhang hong ; ma dong liang
..............page:63-68
Analysis of breaking and overloading of arch dams
yang ling qiang ; lian ji jian ; zhang she rong ; chen zu ping
yang ling qiang ; lian ji jian ; zhang she rong ; chen zu ping
..............page:55-62
..............page:49-54
Grey Verhulst prediction of settlement during the whole process of construction and operation
luo zhan you ; gong xiao nan ; yang xiao jun
luo zhan you ; gong xiao nan ; yang xiao jun
..............page:29-32,36
Experimental study on controlling parameters of flow in plunge pools and corresponding impact pressure characteristics
liu pei qing ; li fu tian ; wang ying
liu pei qing ; li fu tian ; wang ying
..............page:25-28
Analytical solution to 1-D consolidation of uniform structured soft foundation
wang jun ; chen yun min
wang jun ; chen yun min
..............page:19-24