[1] |
PEI Shu-feng, HAO Wen-feng, FAN Yi-lin, CHEN Hao, LI Wen-tao.
Operation Condition of Anchoring System in Large-scale Water Conservancy and Hydropower Projects
[J]. Journal of Changjiang River Scientific Research Institute, 2024, 41(2): 142-150.
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[2] |
LIAO Ling-min, XIAO Wei, WANG Yuan-yi, LIANG Kai.
Corrosion Evolution of Anchor Cable Material in Multi-factor Coupling Environment
[J]. Journal of Changjiang River Scientific Research Institute, 2023, 40(4): 127-133.
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[3] |
YE Hong, TAO Ting-quan, LI Yan.
Theoretical Stress Analysis of Anchorage Section of Pressure Anchor Cable under Earthquake
[J]. Journal of Changjiang River Scientific Research Institute, 2023, 40(4): 107-112,118.
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[4] |
REN Da-chun, WANG Ya-jun, DUAN Hang.
Optimization Analysis of Monitoring Arrangement for Anchoring Support in Hydropower and Water Resources Projects
[J]. Journal of Changjiang River Scientific Research Institute, 2022, 39(6): 50-55.
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[5] |
JIANG Guan, FENG Zhong-ju, ZHAO Rui-xin, WANG Fu-chun, WANG Zheng-bin, ZHANG Zheng-xu.
Characteristic Load of Prestressed Anchor Cable of High Slope Based on Pull-out Test on Site
[J]. Journal of Changjiang River Scientific Research Institute, 2022, 39(1): 100-106.
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[6] |
YE Hong, CHEN Yan-ping.
Pseudo-static Force Analysis of Anchorage Mechanism ofPressure-type Cable under Coupling Effect
[J]. Journal of Changjiang River Scientific Research Institute, 2020, 37(8): 89-94.
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[7] |
SONG Cui-rong, LI Zheng-bing, ZHANG Yin.
Experimental Study on Group Anchor Effect in Strongly Unloading Rock Mass of a High and Steep Slope
[J]. Journal of Changjiang River Scientific Research Institute, 2020, 37(10): 117-124.
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[8] |
TAO Zhi-gang, YANG Wei, LIU Wei-xin, JIANG Chao-chao, CHEN Yi-fan.
Anchor Cable of High Constant Resistance for Landslide Monitoring: Static Tensile Test and Engineering Application
[J]. Journal of Changjiang River Scientific Research Institute, 2018, 35(6): 128-134.
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[9] |
JIANG Shui-hua,WEI Bo-wen,LI Cong.
Slope Reliability Analysis Considering Corrosion-induced Degradation of Cables’ Performance
[J]. Journal of Changjiang River Scientific Research Institute, 2017, 34(3): 90-95.
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[10] |
HU Ya-yun ,DENG Hua-feng ,WAN Liang-peng ,ZHOU Mei-ling.
Optimization Design of the Slope Anchorage of Deep Discharge Tunnel Inlet of a Hydropower Station
[J]. Journal of Changjiang River Scientific Research Institute, 2016, 33(6): 105-108.
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[11] |
DENG Dong-ping, LI Liang.
A Method of Calculating the Long-term Stability of Slope Reinforced with Anchorage Cable in Consideration of Pre-stress Loss
[J]. Journal of Changjiang River Scientific Research Institute, 2016, 33(10): 93-97.
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[12] |
DENG Dong-ping, LI Liang.
Coupled Model for the Long-term Pre-stress Loss ofAnchor Cable and Geotechnical Creep
[J]. Journal of Changjiang River Scientific Research Institute, 2015, 32(8): 65-71.
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[13] |
DENG Dong-ping, LI Liang, ZHAO Lian-heng.
Numerical Study on Dynamic Testing of Anchorage Qualityof Rock Bolt (Cable) by Stress Wave Method
[J]. Journal of Changjiang River Scientific Research Institute, 2015, 32(1): 62-69.
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[14] |
YU Xue-nong, WANG Lu, RAO Xiao-kang.
Application of Digital Construction Management System to Dagangshan Hydropower Station
[J]. Journal of Changjiang River Scientific Research Institute, 2013, 30(4): 98-102.
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[15] |
LI Shu-Shan, GAO Dan-Ying, JIE Wei.
Mechanical Behavior of Prestressed Gate Pier with Hollow Anchor Block
[J]. Journal of Changjiang River Scientific Research Institute, 2012, 29(12): 99-102.
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