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About Diederichs 2000 PHD Summary
This thesis examines how tensile damage and stress relaxation impact the instability of hard rock masses. In part one, it investigates how residual tensile strength from incomplete fracturing ("rock bridges") and stress relaxation affect structurally controlled failures. It presents evidence that these factors are important but neglected. It updates a voussoir beam model to account for tensile strength and relaxation, applying it to underground structural stability. In part two, it explores how tensile cracking under compression leads to stress-driven failures like spalling. It shows damage initiation is insensitive to confinement, while propagation depends strongly on confinement. The research helps explain observed in situ rock mass strength reduction and validates empirical design guidelines.
Detailed Information
| Author: | ['krainajacka'] |
|---|---|
| Publication Year: | 2017 |
| Pages: | 49 |
| Language: | English |
| Format: | |
| Price: | FREE |
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