PET E 520: Energy Rock Engineering

PET E 366

Course Contents

- Elements of Rock Mechanics

- Stress tensor, strain tensor, stress-strain relationship, pore pressure, effective stress,

- Equilibrium equation (2 sessions)

- Rock stiffness, tensile and shear strength (1 session)

- Mechanical properties from laboratory testing, core representativeness and influence of sample size, core alteration, core handling, sample preparation, tensile tests, UCS, triaxial test, hydrostatic test, TWC test, strength profiling, fracture toughness test (1 session)

- Rock properties from wireline logs and geophysical exploration, elastic modulus, Poisson’s ratio, UCS, strength estimation from physical properties (1 session)

- Overburden stress calculation

- Minimum horizontal stress assessment from DFIT

- G-function method

- Pressure derivative and square root method

- After closure analysis

- Maximum horizontal stress determination

- In-situ stress directions

- Pore pressure assessment

- Fracture geometry (1 session)

- Fracture modes

- Fracture initiation and formation breakdown

- Fracture orientation, growth and confinement

- Fracture length and height; PKN and KGD models

- Stiffness, permeability, and thermal effects on fracturing pressure and propagation

- Microseismic map as a measure of fracture growth

- Rock fracability (1 session)

- Brittleness Index

- Fracability Index

- Perforation for Hydraulic Fracturing (1 session)

- Perforation direction, diameter and phasing

- Promoting transverse fracture

- Stress shadow in multi-stage fracturing (1 session)

- Geothermal fracture engineering (1 session)

- Borehole failure criteria

- Borehole breakouts

- Stability of vertical and slanted wells

- Lost circulation

- Mud window

- Interaction between shale and drilling fluid

- Forces on sand grains

- Sandstone failure

- Critical drawdown for the onset of sanding

- Sanding rate assessment

- Sand transport

- Sand control

- Changes in stress in and around the reservoir

- Changes in porosity and permeability

- Surface subsidence and heave

- Fault reactivation

- Integrity of SAGD caprock

- Integrity of caprock during and after CO2 injection