›› 2012, Vol. 33 ›› Issue (S2): 321-328.

• Numerical Analysis • Previous Articles     Next Articles

Numerical analysis of construction process of petroleum drilling based on thermal-hydro-mechanical coupling

JIA Shan-po1, 2, ZOU Chen-song1, WANG Yue-zhi2, TAN Xian-jun3, GAN Xin-xing2   

  1. (1. School of Urban Construction, Yangtze University, Jingzhou, Hubei 434023, China; 2. Key Laboratory of Exploration Technologies for Oil and Gas Resources of Education Ministry, Yangtze University, Jingzhou, Hubei 434023, China;3. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2012-05-10 Online:2012-11-22 Published:2012-12-11

Abstract: Many factors, experimental conditions and complex coupled relations need to be considered in the multifield coupling of geomaterial. Therefore, it is much important to study the thermo-hydro-mechanical(THM) coupling problems using numerical simulation method. According to the continuum theory of mixture, a coupled model and the governing equations of the coupled problem of temperature, seepage, and stress field for geotechnical media are deduced. Strategy and methods to solve this mathematical model also are discussed. Based on the software MATLAB, the program of THM analysis is coded, in which Abaqus is embedded as a module in the iterative algorithm. Through two typical examples, the proposed THM program is verified; and the results show that this method is a very good analytical method and its efficiency is very good. And then the code of THM coupling model is applied to simulate the construction process of petroleum drilling and analysis of wellbore stability. The evolution law of temperature, pore pressure and stress field in surrounding rock are obtained. And the variations of drilling fluid temperature have significant influences on wellbore stability. The study has significant effects on the design and construction for underground oil and nuclear waste disposal.

Key words: geotechnical media, thermo-hydro-mechanical coupling, finite element program, secondary development, wellbore stability

CLC Number: 

  • TU 457
[1] MA Yong-shang, CHEN Wei-zhong, GONG Zhe, YU Hong-dan, LI Fan-fan, LI Xiang-ling,. Coupled thermo-hydro-mechanical anisotropy characteristics of clay—Based on the ATLAS III in situ heating test [J]. , 2018, 39(2): 426-436.
[2] CAI Guo-qing, GUO Yan-xin, LI Jian, ZHANG Xue-dong, ZHAO Cheng-gang,. Elastoplastic modeling of volume change behaviour of unsaturated soils under thermo-hydro-mechanical coupling conditions [J]. , 2017, 38(4): 1060-1068.
[3] KE Jin-fu, WU Ai-xiang,. ANSYS secondary development of unified strength theory with semi-implicit integral [J]. , 2017, 38(10): 3048-3052.
[4] YAO Wen-juan, CAI Chen-yu. A new load transfer model of super-long pile [J]. , 2016, 37(S2): 783-787.
[5] ZHOU Ying-bo, ZHANG Yu-jun. Elastoplastic finite element analysis for influences of pressure solution on thermo-hydro-mechanical coupling in aggregate rock [J]. , 2016, 37(6): 1781-1790.
[6] XU Ling-yu, CAI Fei, CHEN Guo-xing, WANG Guo-xin,. Implementation of nonlinear dynamic constitutive model in FLAC3D with considering cyclic softening behaviors of soils [J]. , 2016, 37(11): 3329-3335.
[7] LIU Run , LIU Wen-bin , HONG Zhao-hui , WANG Le,. A soil resistance model for subsea pipeline global lateral buckling analysis [J]. , 2015, 36(9): 2433-2441.
[8] CHEN Wei-zhong , GONG Zhe , YU Hong-dan , MA Yong-shang , TIAN Hong-ming,. Review of thermo-hydro-mechanical coupled tests and constitutive models of clays [J]. , 2015, 36(5): 1217-1238.
[9] MIAO Yu, LI Wei, ZHENG Jun-jie, FANG Hui-ming. Application of modified thin layer element to the analysis of dynamic pile-soil interaction [J]. , 2015, 36(11): 3223-3228.
[10] WEI Li-min, FENG Sheng-yang, HE Qun, YANG Qi. Improved Koppejan creep model and its application [J]. , 2014, 35(6): 1762-1767.
[11] ZHANG Yu-jun, YANG Chao-shuai, XU Gang. Numerical simulation for influences of pressure solution on thermo-hydro- mechanical coupling in granule aggregate rock [J]. , 2014, 35(5): 1461-1469.
[12] ZHAO Tong-bin ,JIANG Yao-dong ,ZHANG Yu-bao ,LIU Shan-shan,. Secondary development and engineering application of viscoelasto-plastic BK-MC anchorage model [J]. , 2014, 35(3): 881-886.
[13] TAO Hai-bing , XIE Kang-he , LIU Gan-bin , HUANG Da-zhong , DENG Yue-bao . Finite element analysis of foundation consolidation by vertical drains coupling thermo-hydro-mechanical effect [J]. , 2013, 34(S1): 494-500.
[14] ZHANG Wei-qing ,ZHANG Yu-jun . Finite element analysis of thermo-hydro-mechanical coupling processes under stress corrosion and pressure solution considering saturation correction [J]. , 2013, 34(S1): 523-532.
[15] DAI Chun-quan ,QIN Zhe ,SU Jian-guang . Visco-elastoplastic analysis of deep foundation pit construction in Yellow River alluvial plain [J]. , 2013, 34(S1): 142-147.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 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 .
[2] ZHANG Yi-hu, ZHOU Huo-ming, WU Ai-qing. Post processing of discontinuity network modeling result[J]. , 2009, 30(9): 2855 -2861 .
[3] ZHANG Chang-guang,ZHANG Qing-he,ZHAO Jun-hai. Unified solutions of shear strength and earth pressure for unsaturated soils[J]. , 2010, 31(6): 1871 -1876 .
[4] YANG Tian-hong, CHEN Shi-kuo, ZHU Wan-cheng, LIU Hong-lei. Coupled model of gas-solid in coal seams based on dynamic process of pressure relief and gas drainage[J]. , 2010, 31(7): 2247 -2252 .
[5] HU Xiu-hong,WU Fa-quan. Research on two-parameter negative exponential distribution of discontinuity spacings in rock mass[J]. , 2009, 30(8): 2353 -2358 .
[6] LI Wei-chao, XIONG Ju-hua, YANG Min. Improved method for calculating anti-overturning safety factor of cement-soil retaining wall in layered soil[J]. , 2011, 32(8): 2435 -2440 .
[7] ZHANG Gui-min , LI Yin-ping , SHI Xi-lin , YANG Chun-he , WANG Li-juan. Research on a model material preparation method for alternate layered rock mass and preliminary experiment[J]. , 2011, 32(S2): 284 -289 .
[8] WANG Wei LI Xiao-chun LI Qiang SHI Lu WANG Ying BAI Bing. Small size in-situ transient pulse permeability measurement system and its experimental research[J]. , 2011, 32(10): 3185 -3189 .
[9] LI Shu-cai , ZHAO Yan , XU Bang-shu , LI Li-ping , LIU Qin , WANG Yu-kui . Study of determining permeability coefficient in water inrush numerical calculation of subsea tunnel[J]. , 2012, 33(5): 1497 -1504 .
[10] Lü Ya-ru , DING Xuan-ming , SUN Jia , KONG Gang-qiang . Analysis of ultimate bearing capacity of X-section cast-in-place concrete pile composite foundation under rigid load[J]. , 2012, 33(9): 2691 -2696 .