›› 2005, Vol. 26 ›› Issue (S1): 292-295.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of factors affected on prestress losses of unloading rock mass

LI Jian-lin, DENG Hua-feng, HUANG Jian-wen, WANG Le-hua, YANG Xue-tang   

  1. College of Civil & Hydropower Engineering, China Three Gorges University, Yichang 443002,China
  • Received:2005-01-25 Published:2005-12-15

Abstract: The factors affected on prestress losses of unloading rock mass such as stress state of rock mass, rock mass property, rheology of rock mass, the time of prestress action, steel fiber relaxation, construction quality, anchor cable structure, environment change in long time are discussed; the mechanism of prestress losses with factors is put forward; and the coupling between different factors and prestress losses is discussed too. The relevant conclusions are drawn.

Key words: unloading rock mass, prestressed anchor cable, prestress losses

CLC Number: 

  • TU 45
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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[3] LIU Yong-quan, LIU Xin-rong, XIE Ying-kun, YU Yu, . Discussion on selection law of initial stretch locking value of prestressed anchor cables in foundation pits [J]. , 2018, 39(6): 2164-2174.
[4] CHEN Chun-shu, XIA Yuan-you. Seismic reliability analysis of slope reinforced with prestressed anchor cable based on global limit response surface [J]. , 2017, 38(S1): 255-262.
[5] LIU Guo-qing, XIAO Ming, ZHOU Hao. Analysis of mechanical characteristics and anchoring mechanism of prestressed anchor cable in underground caverns [J]. , 2017, 38(S1): 439-446.
[6] YIN Jing, DENG Rong-gui, WANG Jin-mei, WANG Yuan-yuan, LI Kai-tian,. Transfer matrix algorithm for calculating internal forces of anti-sliding pile with anchor cable [J]. , 2017, 38(12): 3517-3523.
[7] DENG Jian, XIAO Ming, XIE Bing-bing, . Analysis of mechanical characteristic and optimization of initial tensile tonnage of prestressed anchor cable [J]. , 2016, 37(8): 2359-2365.
[8] HUANG Qiu-xiang, XU Xiang-tao, XU Chao, LI Kai, WANG Jia-lin. Dynamic response characteristics of an anchored rock slope during Wenchuan earthquake [J]. , 2016, 37(6): 1729-1736.
[9] ZHANG Xiong , CHEN Sheng-hong,. Analytical solution for load transfer along anchored section of prestressed anchor cable [J]. , 2015, 36(6): 1667-1675.
[10] WU Run-ze , ZHOU Hai-qing , HU Yuan , ZHONG Yi-yang , LI Peng-ju , YANG Jiu-hong,. An improved method for calculating anti-sliding pile with prestressed anchor cable based on finite difference theory [J]. , 2015, 36(6): 1791-1800.
[11] LI Shu-cai , WANG Hong-tao , WANG Qi , WANG De-chao , . Limit analysis of failure mechanism of prestressed anchor cable based on Hoek-Brown failure criterion [J]. , 2014, 299(2): 466-473.
[12] ZHANG Xiong ,CHEN Sheng-hong,. Study of prestressed anchor cable by damage softening detailed finite element model [J]. , 2014, 35(10): 3013-3020.
[13] CAI Jian ,LIU Jie,. Optimization scheme of three-dimensional excavation of high ground stress soft rock section of Danba hydropower station diversion tunnel [J]. , 2013, 34(S2): 356-362.
[14] LUO Qiang ,ZHAO Lian-heng ,LI Liang ,TAN Han-hua ,LUO Wei . Stability analysis of anchored rock slope based on Barton-Bandis failure criterion [J]. , 2013, 34(5): 1351-1359.
[15] ZHAO Lian-heng , LUO Qiang , LI Liang , YANG Feng . Energy analysis method for slopes reinforcing with prestressed anchor cables based on minimum energy principle of instability state [J]. , 2013, 34(2): 426-432.
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