›› 2002, Vol. 23 ›› Issue (5): 627-631.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on status quo of anchorage theory of rock and soil

ZHANG Le-wen, WANG Ren   

  1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2001-09-19 Online:2002-10-10 Published:2016-09-04

PDF (PC)

901

Abstract: Through introducing researches about mechanism of ground anchorage transferring load and reinforcement effect in detail, the research status quo of anchorage theory of rock and soil is discussed emphatically. Finally, the existing questions, and developing direction in study are pointed out too.

Key words: anchorages of rock and soil, ground anchorage, anchor bolt, anchor cable, theoretical research

CLC Number: 

  • TD353
  • 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] 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.
[2] DONG Zhi-hong, DING Xiu-li, HUANG Shu-ling, WU Ai-qing, CHEN Sheng-hong, ZHOU Zhong, . Analysis of ageing-stress characteristics and long-term bearing risk of anchor cable for a large cavern in high geo-stress area [J]. Rock and Soil Mechanics, 2019, 40(1): 351-362.
[3] WANG Zhe, WANG Qiao-kan, MA Shao-jun, XUE Yi, XU Si-fa, . A method for calculating ultimate pullout force of recoverable under-reamed prestressed anchor cable [J]. Rock and Soil Mechanics, 2018, 39(S2): 202-208.
[4] CHEN Jun, LIANG Wen-peng, YING Hong-wei, . Experimental and numerical research on proper interval of large diameter soil-cement anchor cables [J]. Rock and Soil Mechanics, 2018, 39(S2): 374-380.
[5] ZHANG Zhi-guo, ZHANG Cheng-ping, MA Bing-bing, GONG Jian-fei, YE Tong. Physical model test and numerical simulation for anchor cable reinforcements of existing tunnel under action of landslide [J]. , 2018, 39(S1): 51-60.
[6] ZHANG Yu-fang, YUAN Kun,. Experimental study and application of anchor performance of a new type anchor cable with double anchor [J]. , 2018, 39(S1): 461-468.
[7] XU Ming, TANG Ya-feng, LIU Xian-shan, LUO Bin, TANG Dao-yong，. Seismic dynamic response of rock slope anchored with adaptive anchor cables [J]. , 2018, 39(7): 2379-2386.
[8] YAN Min-jia, XIA Yuan-you, LIU Ting-ting. Limit analysis of bedding rock slopes reinforced by prestressed anchor cables under seismic loads [J]. , 2018, 39(7): 2691-2698.
[9] WU Shu-guang, FU Hong-mei, ZHANG Yan-yan，. Study on anchorage mechanism and application of tension-compression dispersive anchor cable [J]. , 2018, 39(6): 2155-2163.
[10] 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.
[11] ZHANG Jian-hai, WANG Ren-kun, ZHOU Zhong, ZHENG Lu, ZHANG Ru, XIE He-ping, . Pre-load factor of the pre-stressed anchor cable in underground powerhouse with high geo-stress [J]. , 2018, 39(3): 1002-1008.
[12] 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.
[13] 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.
[14] JIANG Bei, LI Shu-cai, WANG Qi, WANG Fu-qi, ZHANG Ruo-xiang, . Design method of roof anchor cable for deep large section mining roadways based on the upper bound method [J]. , 2017, 38(8): 2351-2354.
[15] ZHANG Hua-lei, TU Min, CHENG Hua, WEN Zhi-jie，TANG Yong-zhi,. Roof leakage mechanism and control technology study of fully mechanized large mining height mining face of thin bedrock seams [J]. , 2017, 38(6): 1697-1704.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] SUN Shu-lin，LI Fang，CHEN Jun. Electrical resistivity measurement for lime-stabilized silt soil[J]. , 2010, 31(1): 51 -55 .
[2] LI Ying-yong，ZHANG Ding-li，ZHANG Hong-bo，SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[3] ZHANG Yong-xing, LU Li, RAO Xiao-yu, LI Jian. Model test research on mechanical behavior of compression type rock bolt[J]. , 2010, 31(7): 2045 -2050 .
[4] HUANG Qiang-bing，PENG Jian-bing，DENG Ya-hong，FAN Wen. Design parameters of Xi’an metro line 2 tunnel passing through active ground fissure zones[J]. , 2010, 31(9): 2882 -2888 .
[5] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[6] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[7] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .
[8] MA Gang , CHANG Xiao-lin , ZHOU Wei , ZHOU Chuang-bing . Deep anti-sliding stability analysis of gravity dam based on Cosserat continuum theory[J]. , 2012, 33(5): 1505 -1512 .
[9] WANG Yu ，JIA Zhi-gang ，LI Xiao ，WANG Can ，YU Hong-ming . Fuzzy random reliability analysis of slope based on fuzzy point estimate method[J]. , 2012, 33(6): 1795 -1800 .
[10] TAN Zhong-sheng , LI Jian , ZHUO Yue , ZHANG Peng . Test study of waterproof effect of nonwoven fabrics on subsea tunnel lining[J]. , 2012, 33(7): 1927 -1932 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd