← All topics
Geomechanics & Ground Control
Stress Around Openings
In-situ cover stress and the Kirsch tangential stresses at the boundary of a circular opening — where roof and sidewall stresses concentrate.
PART 1
Topic Breakdown & Traps
The Engineering Principle
Before mining, the rock carries a vertical (cover) stress from the weight of the overburden, plus a horizontal stress . Excavating an opening forces this stress to flow *around* the void, concentrating the tangential stress at the boundary. For a circular opening the Kirsch solution gives the boundary tangential stress: highest at the sidewall and lowest (sometimes *tensile*) at the roof and floor. Tensile boundary stress is the warning sign for roof slabbing.
The Core Formula Matrix
Vertical cover stress: ( = unit weight, = depth).
Hydrostatic field (): boundary tangential stress is uniform, .
Biaxial field, circular opening (Kirsch, boundary):
Hydrostatic field (): boundary tangential stress is uniform, .
Biaxial field, circular opening (Kirsch, boundary):
The ‘IIT Traps’
- ⚠Sidewall vs roof formulae are mirror images. Sidewall ; roof . Swapping them sends the concentration to the wrong wall.
- ⚠Roof stress can go negative (tensile). When the roof tangential stress is tensile — don't clip it to zero.
- ⚠Unit weight in kN/m³, depth in m ⇒ stress in kPa. ; keep the factor of 1000 straight.
PART 2
Progressive 3-Tier Question Suite
Q1BASIC1 Mark · MCQ
A circular opening sits in a hydrostatic stress field of . The tangential stress at its boundary is:
Q2MEDIUM2 Marks · NAT
A circular roadway lies in a field with vertical stress and horizontal stress . The tangential stress at the sidewall is ______ MPa. (Round off to two decimal places.)
MPa
Q3HARD2 Marks · NAT
For the same field (, ), the tangential stress at the roof of the circular opening is ______ MPa (a negative value indicates tension). (Round off to two decimal places.)
MPa