Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (3): 602-614.doi: 10.16285/j.rsm.2021.0764

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on the anchor cable combined with the c-shaped tube and the mechanical properties

SHAN Ren-liang, TONG Xiao, HUANG Peng-cheng, YUAN Hong-hu, BAO Yong-sheng, LIU Nan   

  1. School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • Received:2021-05-24 Revised:2021-12-30 Online:2022-03-22 Published:2022-03-22
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51474218).

Abstract: In order to prevent the anchor cable from shearing and breaking in the surrounding rock of the roadway, and to further improve the shear strength of the anchor cable, we independently developed the anchor cables combined with the c-shaped tube (ACC), which can improve the shear strength and stability of the surrounding rock. The design is mainly composed of c-shaped tube and anchor cables. We first introduce the ACC support structure in detail. In order to better study the mechanical properties of ACC, the indoor mechanical properties tests of ACC and pure anchor cables have been carried out with different types, different prestresses and different cable diameters, with the help of the self-developed new type of anchor able with c-shaped tube tension-shear testing system. We compare and analyze the test results based on the characteristics of the force-shear displacement plot, the effects of the supporting member type, and the failure mode of the supporting structure. The results show that the anchor cable and its combined structure with c-shaped tube undergo three stages in the shearing process, which includes the free deformation of the bore-wall rock, the compression of the c-shaped steel tube by the bore-wall rock, and the joint deformation of the c-shaped tube wrapped with the anchor cable. The shear fracture of ACC is manifested as tensile fracture and tensile-shear composite fracture. Its peak shear force is negatively correlated with the pretension force. Compared with the pure anchor cable, the axial distance of the shear plastic hinge of ACC is larger. The maximum shear force, the maximum axial force and the overall structural deformation capacity of ACC have been improved by 26.8%, 3.5%, and 7%, respectively. The test results show that the use of ACC can effectively improve the overall shear resistance of the joint surface. When the surrounding rock is deformed and damaged, the combined structure of the anchor cable and the c-shaped steel cube can not only increase the shear strength of the entire supporting system, but also increase the tensile strength of the anchor cable at the same time. Therefore, the supporting effect of the anchor cable plus the c-shaped tube can achieve the fact where 1+1>2. The combination of two forms an effective surrounding rock bearing circle around the roadway, and the stability can be guaranteed for the surrounding rock of the roadway.

Key words: anchor cable with c-shaped tube (ACC), anchor cable, double shear test, shear failure, shear strength

CLC Number: 

  • TU451
[1] CHEN Rui, ZHANG Xing, HAO Ruo-yu, BAO Wei-xing. Shear strength deterioration of geopolymer stabilized loess under wet-dry cycles: mechanisms and prediction model [J]. Rock and Soil Mechanics, 2022, 43(5): 1164-1174.
[2] ZHAO Hong-gang, ZHANG Dong-ming, JIANG Chang-bao, YU Bei-chen, . Mechanical response and failure characteristics of rock mass considering the thickness of weak interlayer [J]. Rock and Soil Mechanics, 2022, 43(4): 969-980.
[3] GAO Yao-hui, ZHANG Chun-sheng, SU Fang-sheng, QIU Shi-li, . Mechanism of stress-induced spalling of deep hard rocks under shear boundary condition [J]. Rock and Soil Mechanics, 2022, 43(4): 1103-1111.
[4] LI Min, YU He-miao, DU Hong-pu, CAO Bao-yu, CHAI Shou-xi, . Mechanical properties of saline soil solidified with the mixture of lime, fly ash and modified polyvinyl alcohol under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2022, 43(2): 489-498.
[5] YANG Zhou, CHENG Xiao-hui, MA Qiang, LIU Wei, XIE Zhuang-zi, . Study of strength indices for undrained stability analysis of high filled ground [J]. Rock and Soil Mechanics, 2022, 43(1): 218-226.
[6] SONG Lei-bo, KANG Qian-qian, DU Shi-gui, ZHONG Zhen, WANG Gang, WANG Xing-kai, HAN Guan-sheng, ZHAO Jin-shuai, . Anisotropy mechanism of shear strength based on wear and shear failure evolution of asperities of joint surface [J]. Rock and Soil Mechanics, 2021, 42(9): 2331-2343.
[7] XIA Xin, JIANG Yuan-jun, SU Li-jun, MEHTAB Alam, LI Jia-jia, . Estimation model of limit values of shear strength of root-bearing soil based on interface bonding [J]. Rock and Soil Mechanics, 2021, 42(8): 2173-2184.
[8] FAN Xiang, DENG Zhi-ying, CUI Zhi-meng, HE Zhong-ming, LIN Hang, . A new peak shear strength model for soft-hard joint [J]. Rock and Soil Mechanics, 2021, 42(7): 1861-1870.
[9] WANG Bin, HAN You-ming, ZHOU Xin, CHEN Cheng, ZHANG Xian-wei, GUI Lei, . In-situ test of shear modulus decay characteristics of lacustrine clay layer in Taihu Lake [J]. Rock and Soil Mechanics, 2021, 42(7): 2031-2040.
[10] YAN Qing, ZHAO Jun-hai, ZHANG Chang-guang. A new solution to the ultimate bearing capacity of reinforced foundation near slope based on the unified strength theory [J]. Rock and Soil Mechanics, 2021, 42(6): 1587-1600.
[11] TAO Zhi-gang, REN Shu-lin, HAO Yu, LI Qiang, FU Qiang, HE Man-chao, . Physical model experiment on failure mechanism and NPR anchor cable control effect of layered counter-tilt slope [J]. Rock and Soil Mechanics, 2021, 42(4): 976-990.
[12] WANG Jia-hui, RAO Xi-bao, JIANG Ji-wei, YAO Jin-song, XIONG Shi-hu, LU Yi-wei, LI Hao-min, . Model experimental study of the shear mechanism of vibroflotation stone column composite foundation [J]. Rock and Soil Mechanics, 2021, 42(4): 1095-1103.
[13] YANG Ai-wu, YANG Shao-peng, LANG Rui-qing, CHEN Zi-he, . Three-dimensional mechanical properties of light solidified saline soil [J]. Rock and Soil Mechanics, 2021, 42(3): 593-600.
[14] LAI Tian-wen, LEI Hao, WU Zhi-xin, WU Hong-gang, . Shaking table test study on basalt fiber reinforced plastics in high slope protection [J]. Rock and Soil Mechanics, 2021, 42(2): 390-400.
[15] LU Feng, QIU Wen-ge, . A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory [J]. Rock and Soil Mechanics, 2021, 42(2): 547-557.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .