Blasting and Excavating on Precarious Rock Slopes

- Organization:
- International Society of Explosives Engineers
- Pages:
- 16
- File Size:
- 297 KB
- Publication Date:
- Jan 1, 1996
Abstract
There is an intuitive tendency to equate rock strength with rock stability, yet the two must be evaluated separately. A slope in strong hard rock is not necessarily stable, nor is a slope in weathered weak rock necessarily unstable. In some cases the reverse is true, depending on the geometry of joints and weak planes. The time element is a matter of special concern, that is how suddenly the failure begins and how rapidly it progresses. Sudden failures can be catastrophic, whereas creep usually is not. In soils and weathered rock, the process is usually incremental and is more likely to give some warning of impending failure. With careful observation, the failure process in these materials can be detected and monitored instrumentally or visually. In some cases, the slope may be stabilized, reinforced or modified. When that is not possible, there is usually enough time on this type of slope to remove men and equipment from the area before complete failure occurs.
Citation
APA: (1996) Blasting and Excavating on Precarious Rock Slopes
MLA: Blasting and Excavating on Precarious Rock Slopes. International Society of Explosives Engineers, 1996.