Results 21 to 30 of about 12,735,996 (314)
Effects of Grain Size Distribution on Landslide Dam Breaching—Insights From Recent Cases in China
Frontiers in Earth Science, 2021 Landslide dams are common geological features in mountainous areas, which may have serious consequences due to sudden breaching of the dam. An effective emergency response requires rapid and accurate forecasts regarding the landslide dam breach process ...
Shengyao Mei +7 more
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Numerical model for breach of concrete face sand-gravel dams due to overtopping
Yantu gongcheng xuebao, 2019 Based upon the data of field investigations and back analysis of centrifugal model tests for the beach case of the Gouhou concrete face sand-gravel dam (CFSGD), a numerical model for breach of CFSGD is developed. The major highlights of the model are the
ZHONG Qi-ming 1, 2, SHEN Guang-ze 1
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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, 2020 In the numerical simulation of a concrete-faced rockfill dam, to consider the accuracy and efficiency of calculation, the concrete slab can be simulated using fine mesh and the rockfill can be simulated using relatively coarse mesh. Therefore, the proper
WEI Kuang-min 1, 2, CHEN Sheng-shui 1, 2, LI Guo-ying 1, 2, MI Zhan-kuan 1, 2, FU Zhong-zhi 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, 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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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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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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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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Experimental study on effects of gradation on strength and deformation of coarse-grained soil
Yantu gongcheng xuebao, 2017 Eight large-scale triaxial tests on coarse-grained soil with different lithologies are carried out. The effects of gradation on strength, deformation, dilatancy and particle breakage characteristics of coarse-grained soil are discussed.
LING Hua 1,2, FU Hua 1,2, HAN Hua-qiang 1,2
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