›› 2014, Vol. 299 ›› Issue (2): 305-321.

• Fundamental Theroy and Experimental Research •     Next Articles

Research on critical problem for fracture network propagation and evolution with multifield coupling of fractured rock mass

LIU Quan-sheng, LIU Xue-wei   

  1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2012-12-02 Online:2014-02-11 Published:2014-02-18

Abstract: It is hot and difficult point that research on thermo-hydro-mechanical (THM) coupling for fractured rock mass at present. Firstly, the research status of mechanism, models, numerical simulation methods and contents for multifield coupling of fractured rock mass are summarized. Meanwhile, the significant effect on THM coupling of fractures is analyzed. As a result, the critical problem considering the fracture network propagation and its simulation during the THM coupling is proposed. Furthermore, 3 critical points are pointed out: (1) building the THM coupling model which can consider the fracture network propagation; (2) selecting numerical simulation method of simulating fracture propagation; (3) proposing the simulation algorithm for THM coupling and the whole process of rock mass from deformation to collapse. Then, the numerical methods for simulating coupling and fracture propagation are classified and compared; therefore, the various numerical methods, including finite element method, element-free method, partition of unity method, discrete element method, rock fracture process analysis method and numerical manifold method, are discussed thoroughly and particularly, from the advantages and disadvantages. Following, the numerical manifold method (NMM) is recommended for solving the critical problem. Finally, some ways and difficulties of the work are discussed preliminarily.

Key words: fractured rock mass, multifield coupling, fracture propagation, numerical simulation, numerical manifold method (NMM)

CLC Number: 

  • TU 457
[1] LI Fan-fan, CHEN Wei-zhong, LEI Jiang, YU Hong-dan, MA Yong-shang, . Study of mechanical properties of claystone based on plastic damage [J]. Rock and Soil Mechanics, 2020, 41(1): 132-140.
[2] XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304.
[3] XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151.
[4] ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244.
[5] GUO Yuan-cheng, LI Ming-yu, ZHANG Yan-wei, . Incremental analytical method for prestressed anchor and soil nail wall composite support system [J]. Rock and Soil Mechanics, 2019, 40(S1): 253-258.
[6] YAN Guo-qiang, YIN Yue-ping, HUANG Bo-lin, ZHANG Zhi-hua, DAI Zhen-wei, . Formation mechanism and deformation characteristics of Jinjiling landslide in Wushan, Three Gorges Reservoir region [J]. Rock and Soil Mechanics, 2019, 40(S1): 329-340.
[7] 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.
[8] JIN Ai-bing, LIU Jia-we, ZHAO Yi-qing, WANG Ben-xin, SUN Hao, WEI Yu-dong, . Mechanical characteristics analysis of granite under unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 459-467.
[9] HAN Zheng, SU Bin, LI Yan-ge, WANG Wei, WANG Wei-dong, HUANG Jian-ling, CHEN Guang-qi, . Smoothed particle hydrodynamic numerical simulation of debris flow process based on Herschel-Bulkley-Papanastasiou constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 477-485.
[10] WU Mei-su, ZHOU Cheng, WANG Lin, TAN Chang-ming, . Numerical simulation of the influence of roots and fissures on hydraulic and mechanical characteristics of the soil [J]. Rock and Soil Mechanics, 2019, 40(S1): 519-526.
[11] WU Jin-liang, HE Ji, . Composite element model for dynamic excavation simulation of rock slope [J]. Rock and Soil Mechanics, 2019, 40(S1): 535-540.
[12] WU Feng-yuan, FAN Yun-yun, CHEN Jian-ping, LI Jun, . Simulation analysis of dynamic process of debris flow based on different entrainment models [J]. Rock and Soil Mechanics, 2019, 40(8): 3236-3246.
[13] SUN Feng, XUE Shi-feng, PANG Ming-yu, TANG Mei-rong, ZHANG Xiang, LI Chuan, . 3D simulation of fracture growth from perforation to near-wellbore in horizontal wells based on continuum damage model [J]. Rock and Soil Mechanics, 2019, 40(8): 3255-3261.
[14] MU Rui, PU Shao-yun, HUANG Zhi-hong, LI Yong-hui, ZHENG Pei-xin, LIU Yang, LIU Ze, ZHENG Hong-chao, . Determination of ultimate bearing capacity of uplift piles in combined soil and rock masses [J]. Rock and Soil Mechanics, 2019, 40(7): 2825-2837.
[15] JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XIAO Yun-hua, WANG Qing, CHEN Jian-ping. Application of method for weight calculation based on optimization technique to evaluate rock mass quality[J]. , 2009, 30(9): 2686 -2690 .
[2] ZHANG Hong-fei, CHENG Xiao-jun, GAO Pan, Zhou Xin-xin. Research on forward simulation of tunnel lining cavity GPR images[J]. , 2009, 30(9): 2810 -2814 .
[3] ZHANG An-kang,CHEN Shi-hai,DU Rong-qiang,WEI Hai-xia. Energy-based elastoplastic damage model for rock materials with strain rate effects[J]. , 2010, 31(S1): 207 -210 .
[4] WANG Xiao-jun, QU Yao-hui, WEI Yong-liang, YANG Yin-hai, DA Yi-zheng. Settlement observation and prediction research of test embankment in collapsible loess area along Zhengzhou-Xi'an passenger dedicated line[J]. , 2010, 31(S1): 220 -231 .
[5] CHEN Yu,CAO Ping,PU Cheng-zhi,LIU Ye-ke,LI Na. Experimental study of effect of water-rock interaction on micto-topography of rock surface[J]. , 2010, 31(11): 3452 -3458 .
[6] ZHAO Yan-xi, XU Wei-ya. Risk assessment of TBM construction for tunnels based on AHP and fuzzy synthetic evaluation[J]. , 2009, 30(3): 793 -798 .
[7] WANG Jun-qing, LI Jing, LI Qi, CHEN Li. Analysis of influence factors of high slope stability of loess: Taking the Baojixia Water Division Project for example[J]. , 2009, 30(7): 2114 -2118 .
[8] GONG Yan-feng,ZHANG Jun-ru. Study of design methodology and application of tunnel single layer lining[J]. , 2011, 32(4): 1062 -1068 .
[9] CAI Guo-qing, ZHAO Cheng-gang, LIU Yan. An indirect method for predicting permeability coefficients of unsaturated soils at different temperatures[J]. , 2011, 32(5): 1405 -1410 .
[10] CHANG Fang-qiang ,JIA Yong-gang. Liquefaction characteristics of silts with different strengths at Yellow River estuary[J]. , 2011, 32(9): 2692 -2696 .