›› 2012, Vol. 33 ›› Issue (4): 1253-1259.

• Numerical Analysis • Previous Articles     Next Articles

Elastic composite element model for jointed rock masses supported by shotcrete lining and anchor bolt

QIN Nan,CHEN Sheng-hong   

  1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
  • Received:2011-06-28 Online:2012-04-13 Published:2012-04-26

Abstract: Elastic model for jointed rock masses supported by shotcrete lining and anchor bolt is established by composite element technique. In this model, general finite element mesh can be generated without considering the existence of joint, anchor bolt and shotcrete lining; then composite element information can be formed according to the relevant information of them. The localized nonlinear deformation and interactive relationship of anchor bolt and shotcrete lining on joint can be mainly considered in the model. Then numerical example is given to verify the rationality of the model. This composite element algorithm includes the advantages of equivalent simulation and discrete simulation and will be of good application prospects.

Key words: jointed rock masses, shotcrete lining and anchor bolt, elastic, composite element model

CLC Number: 

  • TU 457
[1] LIANG Ke, CHEN Guo-xing, LIU Kang, WANG Yan-zhen, . Degradation properties and prediction model of maximum shear modulus of saturated coral sand under cyclic triaxial loading [J]. Rock and Soil Mechanics, 2020, 41(2): 601-611.
[2] KE Jin-fu, WANG Shui-lin, ZHENG Hong, YANG Yong-tao, . Application and promotion of a modified symmetric and anti-symmetric decomposition-based three-dimensional numerical manifold method [J]. Rock and Soil Mechanics, 2020, 41(2): 695-706.
[3] LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22.
[4] KE Wen-hai, GUAN Ling-xiao, LIU Dong-hai, DENG Jian-lin, LI Ke, XU Chang-jie, . Research on upper pipeline-soil interaction induced by shield tunnelling [J]. Rock and Soil Mechanics, 2020, 41(1): 221-228.
[5] SUN Lai-bin, XIAO Shi-guo, . Evaluation method for elastic foundation coefficient of finite downslope soil against loading segment of stabilizing piles [J]. Rock and Soil Mechanics, 2020, 41(1): 278-284.
[6] ZHOU Feng-xi, LIU Hong-bo, CAI Yuan-qiang, . Analysis of propagation characteristics of Rayleigh waves in saturated porothermoelastic media [J]. Rock and Soil Mechanics, 2020, 41(1): 315-324.
[7] FAN Yun-hui, ZHU Qi-zhi, NI Tao, ZHANG Kun, ZHANG Zhen-nan, . A brittle-ductile transition constitutive model based on discrete elastic tensors [J]. Rock and Soil Mechanics, 2019, 40(S1): 181-188.
[8] LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439.
[9] CHEN Yu-long, UCHIMURA Taro, . Early warning of rainfall-induced landslides based on elastic wave velocity [J]. Rock and Soil Mechanics, 2019, 40(9): 3373-3386.
[10] ZHENG Kun, MENG Qing-shan, WANG Ren, WU Wen-juan, . Elastic wave properties of coral reef limestone with different structural types [J]. Rock and Soil Mechanics, 2019, 40(8): 3081-3089.
[11] TIAN Yi, WU Wen-bing, JIANG Guo-sheng, MEI Guo-xiong, XU Bao-jun, . One-dimensional consolidation of viscoelastic saturated soils with fractional order derivative based on continuous drainage boundary [J]. Rock and Soil Mechanics, 2019, 40(8): 3054-3061.
[12] MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Mechanical properties and constitutive model of porous rock under loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685.
[13] LIU Zhong-xian, WANG Zhi-kun, LIANG Jian-wen, WANG Chu-chu, . Method of fundamental solution based on complete spherical wave potential solutions to 3-D elastic wave scattering and dynamic stress [J]. Rock and Soil Mechanics, 2019, 40(7): 2730-2738.
[14] CHU Zhao-fei, LIU Bao-guo, REN Da-rui, SONG Yu, MA Qiang, . Development of rheology similar material of soft rock and its application in model test [J]. Rock and Soil Mechanics, 2019, 40(6): 2172-2182.
[15] LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HE Xian-long, ZHAO Li-zhen. Analysis of shear wave velocity based on multiple cross-correlation functions[J]. , 2010, 31(8): 2541 -2545 .
[2] ZHANG Yu-cheng, YANG Guang-hua, JIANG Yan, YAO Jie, SHI Yong-sheng. Numerical simulation analysis of influence of blasting construction of foundation trench of immersed tunnel on stability of embankment[J]. , 2010, 31(S1): 349 -356 .
[3] ZHANG Lu-ming, ZHENG Ming-xin, HE Min. Study of characteristics of matric suction in landslide slip soils before and after landslide control[J]. , 2010, 31(10): 3305 -3312 .
[4] CHEN Jing-yu , GONG Xiao-nan, DENG Ya-hong. Research on dissipation of excess pore water pressure in one-dimensional finite strain consolidation of soft clays[J]. , 2009, 30(1): 191 -195 .
[5] YAO Hua-yan, FENG Xia-ting, CUI Qiang, SHEN Lin-fang, ZHOU Hui, CHENG Chang. Experimental study of effect of chemical corrosion on strength and deformation of hard brittle limestone[J]. , 2009, 30(2): 338 -344 .
[6] ZHANG Chun-hui, ZHAO Quan-sheng. Early warning system of mining subsidence damage based on ARCGIS[J]. , 2009, 30(7): 2197 -2202 .
[7] CUI Wei, SONG Hui-fang, ZHANG She-rong, YAN Shu-wang. Numerical simulation of craters produced by explosion in soil[J]. , 2011, 32(8): 2523 -2528 .
[8] WANG Tao , LI Yang , ZHOU Yong , Lü Qing , LIU Da-wei. Research on safety specific report of phosphogypsum tailings ponds[J]. , 2011, 32(S2): 407 -412 .
[9] QIAO Chun-jiang , CHEN Wei-zhong , WANG Hui , TIAN Hong-ming , TAN Xian-jun. Study of construction method of tunnel in shallow broken rock mass[J]. , 2011, 32(S2): 455 -462 .
[10] LIANG Wei, LI Ke-gang, HOU Ke-peng, DU Jun. Fractal characteristics of granularity of loose micaschist and its relation to shear strength parameters[J]. , 2012, 33(3): 767 -772 .