›› 2016, Vol. 37 ›› Issue (6): 1762-1772.doi: 10.16285/j.rsm.2016.06.029

• Numerical Analysis • Previous Articles     Next Articles

A review of numerical simulation methods for geomechanical problems induced by CO2 geological storage

LI Xiao-chun1, YUAN Wei2, BAI Bing1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei 050043, China
  • Received:2014-09-17 Online:2016-06-13 Published:2018-06-09
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (41172285).

Abstract: Due to the continuing consumption of fossil fuels, a large amount of CO2 is emitted into the atmosphere, leading to global warming, sea level rising and other global climate problems. CO2 geological storage is one of the most promising techniques for reducing CO2 emission. However, this approach may induce a series of geomechanical issues, such as ground surface deformation, damage of the cap-rock integrity and existing fault activation. In order to reduce the safety risk from the CO2 geological storage, theoretical analysis, numerical simulation and response surface method are all applied to solve these geomechanical issues. At present, numerical simulation is the most widely used option on account of its exceptional performances in solving multi-field coupling problems associated with large-scale and complex geometry model. The aim of this paper is to provide a comprehensive review of numerical analysis approaches for analyzing the geomechanical issues induced by CO2 geological storage. First, a brief introduction is given about the thermo-hydro-mechano-chemical (THMC) coupling theory of porous media, and the classifications of the numerical simulation methods for settling the multi-field coupling problems are discussed; then, a review of research status about settling geomechanical issues based on numerical modeling is presented in detail; finally, the difficulties of the numerical simulation in solving these geomechanical issues are discussed, from which several suggestions for improvement are offered.

Key words: CO2 geological storage, geomechanical issues, numerical simulation, multi-field coupling, ground surface deformation, cap-rock integrity, fault activation

CLC Number: 

  • TU 457

[1] MAO Hao-yu, XU Nu-wen, LI Biao, FAN Yi-lin, WU Jia-yao, MENG Guo-tao, . Stability analysis of an underground powerhouse on the left bank of the Baihetan hydropower station based on discrete element simulation and microseismic monitoring [J]. Rock and Soil Mechanics, 2020, 41(7): 2470-2484.
[2] SHI Lin-ken, ZHOU Hui, SONG Ming, LU Jing-jing, ZHANG Chuan-qing, LU Xin-jing, . Physical experimental study on excavation disturbance of TBM in deep composite strata [J]. Rock and Soil Mechanics, 2020, 41(6): 1933-1943.
[3] ZHANG Zhen, ZHANG Zhao, YE Guan-bao, WANG Meng, XIAO Yan, CHENG Yi, . Progressive failure mechanism of stiffened deep mixed column-supported embankment [J]. Rock and Soil Mechanics, 2020, 41(6): 2122-2131.
[4] SU Jie, ZHOU Zheng-hua, LI Xiao-jun, DONG Qing, LI Yu-ping, CHEN Liu. Discussion on determination of shear wave arrival time based on the polarization effect in downhole method [J]. Rock and Soil Mechanics, 2020, 41(4): 1420-1428.
[5] YANG Gao-sheng, BAI Bing, YAO Xiao-liang, . Study of thawing and consolidation law of ice-rich embankment [J]. Rock and Soil Mechanics, 2020, 41(3): 1010-1018.
[6] SHENG Jian-long, HAN Yun-fei, YE Zu-yang, CHENG Ai-ping, HUANG Shi-bing, . Relative permeability model for water-air two-phase flow in rough-walled fractures and numerical analysis [J]. Rock and Soil Mechanics, 2020, 41(3): 1048-1055.
[7] MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Development and application of contact algorithms for rock shear fracture surface [J]. Rock and Soil Mechanics, 2020, 41(3): 1074-1085.
[8] LI Kang, WANG Wei, YANG Dian-sen, CHEN Wei-zhong, QI Xian-yin , TAN Cai. Application of periodic oscillation method in low permeability measurement [J]. Rock and Soil Mechanics, 2020, 41(3): 1086-1094.
[9] 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.
[10] 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.
[11] 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.
[12] 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.
[13] 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.
[14] 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.
[15] 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.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!