›› 2002, Vol. 23 ›› Issue (5): 604-607.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Reinforcement of bolt in joints

YANG Song-lin,LI Hao. ZHU Huan-chun   

  1. 1.Research Institule of Geotechnical Engineering,Hohai University,Nanjing 210098,China;2.School of Water Resources and Hydropower,Wuhan University,Wuhan 430072,China
  • Received:2001-10-31 Online:2002-10-10 Published:2016-09-04

Abstract: A method was presented for reasonably evaluating of bolts reinforcement of the shear strength of rock joints.The effective approaches to improve the bolts reinforcement efficiency are discussed by analyzing several important factors which have influences on the bolt reinfrocement efficiency.Therefore the defects of relevant analysis proposed before by many anthors have been inproved.

Key words: bolt, joint, stress, displacement

CLC Number: 

  • TD 353
  • 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.
[1] KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065.
[2] YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084.
[3] GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098.
[4] LI Jian-peng, GAO Ling, MU Huan-sheng. Dilatancy characteristics of sandstone and its function of dilatancy angle under high confining pressure and unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(6): 2119-2126.
[5] WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, . Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153.
[6] ZHAO Zhen-hua, ZHANG Xiao-jun, LI Xiao-cheng, . Experimental study of stress relaxation characteristics of hard rocks with pressure relief hole [J]. Rock and Soil Mechanics, 2019, 40(6): 2192-2199.
[7] CHEN Jian-xu, SONG Wen-wu, . Non-limit active earth pressure for retaining wall under translational motion [J]. Rock and Soil Mechanics, 2019, 40(6): 2284-2292.
[8] YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng. Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS [J]. Rock and Soil Mechanics, 2019, 40(6): 2332-2340.
[9] ZHANG Kui, ZHAO Cheng-gang, LI Wei-hua. Study of the seismic response of the seafloor ground containing soft soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2456-2468.
[10] XU Jiang, QU Jia-mei, LIU Yi-xin, PENG Shou-jian, WANG Wei, WU Shan-kang, . Influence of filling material on the behavior of joints under cyclic shear loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1627-1637.
[11] JIANG Bing-nan, MA Jian-lin, LI Meng-hao, CHU Jing-lei. Experiments on spatial stress of foot blade during caisson sinking in water [J]. Rock and Soil Mechanics, 2019, 40(5): 1693-1703.
[12] XU Peng, JIANG Guan-lu, LEI Tao, LIU Qi, WANG Zhi-meng, LIU Yong, . Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength [J]. Rock and Soil Mechanics, 2019, 40(5): 1841-1846.
[13] WU Qiong, WANG Xiao-han, TANG Hui-ming, LIU Chao-yuan, JIANG Yao-fei, XU Yan-jun, . Shear property and water-induced deterioration of discontinuities between different types of rocks in Badong formation [J]. Rock and Soil Mechanics, 2019, 40(5): 1881-1889.
[14] LI Xiu-lei, LI Jin-feng, SHI Jian-yong, . Elastoplastic constitutive model for municipal solid waste considering the effect of fibrous reinforcement [J]. Rock and Soil Mechanics, 2019, 40(5): 1916-1924.
[15] YU Yu, LIU Xin-rong, LIU Yong-quan, . Field experimental investigation on prestress loss law of anchor cable in foundation pits [J]. Rock and Soil Mechanics, 2019, 40(5): 1932-1939.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] CHEN Yun-ping, WANG Si-jing. Elastoplastic response of saturated rocks subjected to multilevel cyclic loading[J]. , 2010, 31(4): 1030 -1034 .
[3] ZHOU Ai-jun,LI Bing. Experimental study and finite element analysis of cushion in CFG pile composite foundation[J]. , 2010, 31(6): 1803 -1808 .
[4] GU Shao-fu, LIU Yang-shao, LIU Shi-shun. Study of application of Asaoka method to settlement prediction[J]. , 2010, 31(7): 2238 -2240 .
[5] FU Ce-jian. Experimental study of mechanical properties of saline silt[J]. , 2010, 31(S1): 193 -197 .
[6] DING Wen-qi,YUAN Sen-lin,GAO Xiao-qing,XIE Dong-wu. Research on construction disturbance characteristics caused by super large diameter pipe jacking in electric power tunnel[J]. , 2010, 31(9): 2901 -2906 .
[7] Lü Xi-lin,HUANG Mao-song,QIAN Jian-gu. Strength parameter of sands under true triaxial test[J]. , 2009, 30(4): 981 -984 .
[8] LUO Yu-long, LUO Gu-huai. Experiments on pipe and filter structures of relief well in Dongting Lake region[J]. , 2009, 30(S2): 110 -113 .
[9] CHEN Xin-ze. Interaction mechanism and reinforcement effects of prestressed anchorage piles based on FLAC 3D[J]. , 2009, 30(S2): 499 -504 .
[10] ZHANG Lei , GONG Xiao-nan , YU Jian-lin. Analysis of deformation and internal force for single pile under combined vertical and lateral loads considering yielding of soil[J]. , 2011, 32(8): 2441 -2445 .