[1] |
PENG Hui, HUANG Ya-jie.
Propagation of Landslide Surge in Curved River Channel and Its Interaction with Dam
[J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(10): 66-71.
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[2] |
ZHAN Liang-hong,WEI Bo-wen,ZHONG Zi-meng,XU Zhen-kai.
Non-probabilistic Reliability Analysis of Gravity Dam Based on Kriging Model
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2019, 36(8): 159-164.
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[3] |
GONG Ya-qi, SU Hai-dong, CHEN Qin.
A Method of Analyzing Deep Anti-sliding Dynamic Stability of Concrete Gravity Dam Based on Double Sliding Surfaces
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2019, 36(7): 125-130.
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[4] |
PENG Wen-ming.
An Optimization for the Calculation Method of Deep Anti-sliding Stability with Multiple Sliding Surfaces for Gravity Dam
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2019, 36(4): 1-8.
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[5] |
YUAN Yan-ling, PENG Song-tao, CHEN Jian-kang, GAO Ce, PEI Liang.
Cracking Risk Analysis of Roller Compacted Concrete Gravity Dam inConstruction Period Based on Temperature Control Simulation
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2018, 35(10): 148-152.
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[6] |
CHEN Yuan-qiang, ZHENG Hong, CHEN Tao.
Analysis of Anti-sliding Stability of Gravity Dam Using Numerical Manifold Method
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2016, 33(9): 133-137.
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[7] |
XU Wei, FANG Chun-hui, WANG Xue,ZHU Kai.
Uplift Pressure at Dam Base of Concrete Gravity Dam Considering the Nonlinear Environmental Impacts
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2016, 33(8): 42-46.
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[8] |
WANG Zhi-peng, SUN Jian-sheng, ZHAO Dan.
Study on Anti-sliding Stability of Deep Layer under Gravity Dam with Complex Foundation Based on Catastrophe Theory
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2016, 33(7): 132-136.
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[9] |
GU Pei-ying, XIAO Shi-yan, DENG Chang, ZHANG Dao-sheng, WANG Jian.
Damage Characteristics of Concrete Gravity Dam under Impact Load
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2016, 33(5): 48-52.
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[10] |
PENG Wen-ming.
A Simplified Solution to the Slide-resistant Stability of Dam Jointedwith Mountain Rock: Based on Material Mechanics
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2016, 33(4): 115-119.
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[11] |
CAO Ming-jie, CAO Xin, XU Zheng-zhi.
Application of Quantum Genetic Algorithm to Inverse Calculationof Comprehensive Elastic Modulus of Concrete Gravity Dam
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2016, 33(4): 111-114.
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[12] |
HE Cheng-long, ZHOU Dan, TU Xing-huai.
Topology Optimization of Entity Gravity Dam Based on Variable Density Method
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2014, 31(9): 105-109.
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[13] |
LI Hong-bin, CUI Hao-dong, ZHANG Jia-fa, ZHU Guo-sheng.
Seepage Control Effectiveness for Gravity Dam Foundationin the Upstream of Irrawaddy River in Burma
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2014, 31(6): 48-52.
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[14] |
PENG Wen-ming, YAO Lei.
Solution to the Slide-resistant Stability of the Combination ofFoundation Surface and Weak Structural Planes
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2014, 31(4): 45-47.
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[15] |
FU Jing, HUANG Shu-ling, WU Yong-jin, ZHI Cheng-jie.
Argument of Deep Sliding Mode and Resistance Angle of Gravity Dam Foundation in Red Bed Region
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2014, 31(11): 66-70.
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