Thermophysical and Mechanical Properties of Granite and Its Effects on Borehole Stability in High Temperature and Three-Dimensional Stress

When exploiting the deep resources, the surrounding rock readily undergoes the hole shrinkage, borehole collapse, and loss of circulation under high temperature and high pressure. A series of experiments were conducted to discuss the compressional wave velocity, triaxial strength, and permeability of granite cored from 3500 meters borehole under high temperature and three-dimensional stress. In light of the coupling of temperature, fluid, and stress, we get the thermo-fluid-solid model and governing equation. ANSYS-APDL was also used to stimulate the temperature influence on elastic modulus, Poisson ratio, uniaxial compressive strength, and permeability. In light of the results, we establish a temperature-fluid-stress model to illustrate the granite's stability. The compressional wave velocity and elastic modulus, decrease as the temperature rises, while poisson ratio and permeability of granite increase. The threshold pressure and temperature are 15 MPa and 200 °C, respectively. The temperature affects the fracture pressure more than the collapse pressure, but both parameters rise with the increase of temperature. The coupling of thermo-fluid-solid, greatly impacting the borehole stability, proves to be a good method to analyze similar problems of other formations.

[1]  Chin-Fu Tsang,et al.  The DECOVALEX III project: A summary of activities and lessons learned , 2005 .

[2]  H. C. Heard,et al.  Thermal stress cracking in granite , 1989 .

[3]  George V. Chilingarian,et al.  Petroleum Related Rock Mechanics , 1993, Developments in Petroleum Science.

[4]  G. G. Stokes "J." , 1890, The New Yale Book of Quotations.

[5]  J. S. Bell,et al.  Practical methods for estimating in situ stresses for borehole stability applications in sedimentary basins , 2003 .

[6]  Robert W. Zimmerman,et al.  Stability analysis of vertical boreholes using the Mogi–Coulomb failure criterion , 2006 .

[7]  FengXiating,et al.  NUMERICAL MODELING FOR COUPLED THERMO-HYDRO-MECHANICAL AND CHEMICAL PROCESSES (THMC) OF GEOLOGICAL MEDIA——INTERNATIONAL AND CHINESE EXPERIENCES , 2003 .

[8]  Vincent Maury,et al.  Practical Advantages of Mud Cooling Systems for Drilling , 1995 .

[9]  Jonny Rutqvist,et al.  Numerical study of the THM effects on the near-field safety of a hypothetical nuclear waste repository—BMT1 of the DECOVALEX III project. Part 2: Effects of THM coupling in continuous and homogeneous rocks , 2005 .

[10]  John A. Hudson,et al.  Coupled T–H–M issues relating to radioactive waste repository design and performance , 2001 .

[11]  Maurice B. Dusseault,et al.  Assessment of some semi-analytical models for non-linear modelling of borehole stresses , 1998 .

[12]  Feng Jinyuan,et al.  Radiator Optimization of LED Street Lamp Based on Parameterized Language APDL of ANSYS , 2010 .

[13]  Yin Xunqiang,et al.  ANSYS implementation of damping solvent stepwise extraction method for nonlinear seismic analysis of large 3-D structures , 2013 .

[14]  Jingen Deng,et al.  Wellbore Stability in Oil and Gas Drilling with Chemical-Mechanical Coupling , 2013, TheScientificWorldJournal.

[15]  M. Zoback,et al.  Determination of stress orientation and magnitude in deep wells , 2003 .

[16]  M. Chenevert,et al.  Factors controlling the compressive strength and acoustic properties of shales when interacting with water-based fluids , 2008 .

[17]  Maurice B. Dusseault,et al.  A coupled conductive–convective thermo-poroelastic solution and implications for wellbore stability , 2003 .

[18]  Aaas News,et al.  Book Reviews , 1893, Buffalo Medical and Surgical Journal.

[19]  Ramon G. Bentsen,et al.  A Computer Model to Determine the Temperature Distributions In a Wellbore , 1982 .

[20]  Bernt S. Aadnøy,et al.  Elasto-plastic fracturing model for wellbore stability using non-penetrating fluids , 2004 .

[21]  Bernt S. Aadnøy,et al.  Introduction to special issue on Borehole Stability , 2003 .

[22]  Abraham Lerman Coupled processes associated with nuclear waste repositories , 1990 .