Results 21 to 30 of about 2,619,969 (311)
Numerical analysis of optimization of revetment structures of soil bank slopes of inland rivers
Yantu gongcheng xuebao, 2020 The revetment structure can reduce the damage of soil bank slopes caused by water erosion, but its influences on the physical and mechanical processes such as seepage and deformation of the existing bank slopes should be fully considered in practice ...
ZHANG Chen 1, QIAN Ya-jun 1, ZHANG Gui-rong 1, 2, ZHAN Xiao-lei 1, ZHU Rui 1
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Yantu gongcheng xuebao, 2021 The triaxial tests with wide confining pressures under loading and unloading conditions are carried out to study the strength and deformation of filling materials of super-high dams.
LING Hua1, 2, , CHEN Sheng-shui 1, 2, ZHAI Ying-chun 3, FU hua 1, 2, SHI Bei-xiao 1, 2, WANG Fang 1, 2
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Numerical modeling of breach process of landslide dams due to overtopping and its application
Yantu gongcheng xuebao, 2018 As a production of natural process, the landslide dam has poor structural stability, and most of which will finally fail due to overtopping, which will pose tremendous risks to the people and property in the inundated area.
SHEN Guang-ze 1, SHENG Jin-bao 1,2, XIANG Yan 1,2, ZHONG Qi-ming 1,2
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Yantu gongcheng xuebao, 2020 Seasonal frozen soil accounts for more than half of China's land area. The canals located in the seasonal frozen areas undergo a wetting-drying and freeze-thaw cycle with seasonal change and periodic change of water supply and suspension, thus causing ...
HUANG Ying-hao 1, 2, CAI Zheng-yin 1, 2, ZHU Rui 2, ZHANG Chen 2, GUO Wan-li 2, ZHU Xun 2, CHEN Yong 2
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Response of reciprocally supported advanced FRP composite jointed frames - Part 1: Experimental study [PDF]
, 2020 This paper reports on a new experimental study for the behaviour of reciprocally connected and supported Fibre Reinforced Polymer (FRP) hollow square profiles axially loaded under several boundary conditions. The study aims to determine the ultimate load
Badifu, Echekwumemchukwu Emmanuel +3 more
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A simplified physically-based breach model for a high concrete-faced rockfill dam: A case study
Water Science and Engineering, 2018 A simplified physically-based model was developed to simulate the breaching process of the Gouhou concrete-faced rockfill dam (CFRD), which is the only breach case of a high CFRD in the world.
Qi-ming Zhong +2 more
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FADI: a fault-tolerant environment for open distributed computing [PDF]
, 2000 FADI is a complete programming environment that serves the reliable execution of distributed application programs. FADI encompasses all aspects of modern fault-tolerant distributed computing. The built-in user-transparent error detection mechanism covers
A. Bargiela +12 more
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Numerical modeling of earthen dam breach due to piping failure
Water Science and Engineering, 2019 Based on model tests of earthen dam breach due to piping failure, a numerical model was developed. A key difference from previous research is the assumption that the cross-section of the pipe channel is an arch, with a rectangle at the bottom and a ...
Sheng-shui Chen +2 more
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Exercise training and losartan improve endothelial function in heart failure rats by different mechanisms [PDF]
, 2013 Objectives. To investigate the mechanisms of losartan- and exercise training-induced improvements on endothelial dysfunction in heart failure. Design. Sprague-Dawley rats subjected to left coronary artery ligation inducing myocardial infarction and heart
Crozier I +5 more
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Evaluation of safety performance of extremely high slab-faced gravel dams
Yantu gongcheng xuebao, 2017 The structural safety performance of Dashixia concrete face gravel dam (CFGD), an extremely high CFGD in Xinjiang, is studied based on the large-scale triaxial experiments on dam materials and the detailed finite element method-based numerical analyses ...
CHEN Sheng-shui 1,2, YAN Zhi-kun 1, FU Zhong-zhi 1,2, LI Guo-ying 1,2
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