Difference between revisions of "Block Theory"
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*Grow up: ''A Geometric Method for Stability Analysis of Discontinuous Rocks'' in Scientia Sinica (Series A) 1982, by [[Gen-hua Shi]] | *Grow up: ''A Geometric Method for Stability Analysis of Discontinuous Rocks'' in Scientia Sinica (Series A) 1982, by [[Gen-hua Shi]] | ||
*Establishment: ''Application of Block Theory to Simulated Joint Trace Maps'' in Proceedings of International Symposium on Fundamentals of Rock Joints, 1985, by [[Gen-hua Shi]], Richard E. Goodman and J. P. Tinucci | *Establishment: ''Application of Block Theory to Simulated Joint Trace Maps'' in Proceedings of International Symposium on Fundamentals of Rock Joints, 1985, by [[Gen-hua Shi]], Richard E. Goodman and J. P. Tinucci | ||
| − | *Mature: Richard E. Goodman and | + | *Mature: Richard E. Goodman and [[Gen-hua Shi]], ''Block Theory and its Application to Rock Engineering'', published in 1985 |
| + | |||
| + | ==Main Concepts== | ||
| + | ===Analysis Subject=== | ||
| + | The rock blocks created by intersections of discontinuities, including: | ||
| + | *'''joint surfaces (planes)''': Geological interfaces formed with a certain direction, size, shape and characteristics in the rock body | ||
| + | *'''free surfaces (planes)''': Contact faces between the rock and the outside air (e.g. the excavation surfaces) | ||
| + | |||
| + | ===Basic Assumptions=== | ||
| + | #All the surfaces are assumed to be perfectly '''planar''' (describe block morphology by linear vector equations) | ||
| + | #Joint surfaces are assumed to extend entirely through the volume of interest ('''infinite''' plane) | ||
| + | #Blocks defined by the system of joint faces are assumed to be '''rigid''' | ||
| + | #The discontinuities and the excavation surfaces (joint and free planes) are assumed to be '''determined''' as input parameters (the influence of variations in the joint set orientations will not be pursued in Block Theory) | ||
Revision as of 04:59, 14 April 2015
Background
Currently, the projects involves the construction of rock (slope, foundation, underground caverns) have become increasingly frequent. Rock engineering analysis, i.e. through various means and ways to get a correct understanding of the laws of rock deformation and failure, to determine the stability conditions of rock mass, predict future changes, and devise effective measures to deal with the project, becomes more and more important. Block Theory is one of the most famous traditional analysis methods for these purposes in computational rock mechanics.
Brief History
- Beginning: Stereographic Method for Stability Analysis of Discontinuous Rocks in Scientia Sinica (Series A) 1977, by Gen-hua Shi
- Grow up: A Geometric Method for Stability Analysis of Discontinuous Rocks in Scientia Sinica (Series A) 1982, by Gen-hua Shi
- Establishment: Application of Block Theory to Simulated Joint Trace Maps in Proceedings of International Symposium on Fundamentals of Rock Joints, 1985, by Gen-hua Shi, Richard E. Goodman and J. P. Tinucci
- Mature: Richard E. Goodman and Gen-hua Shi, Block Theory and its Application to Rock Engineering, published in 1985
Main Concepts
Analysis Subject
The rock blocks created by intersections of discontinuities, including:
- joint surfaces (planes): Geological interfaces formed with a certain direction, size, shape and characteristics in the rock body
- free surfaces (planes): Contact faces between the rock and the outside air (e.g. the excavation surfaces)
Basic Assumptions
- All the surfaces are assumed to be perfectly planar (describe block morphology by linear vector equations)
- Joint surfaces are assumed to extend entirely through the volume of interest (infinite plane)
- Blocks defined by the system of joint faces are assumed to be rigid
- The discontinuities and the excavation surfaces (joint and free planes) are assumed to be determined as input parameters (the influence of variations in the joint set orientations will not be pursued in Block Theory)
