Tests For Tunnel Support And Lining Requirements

- Organization:
- The American Institute of Mining, Metallurgical, and Petroleum Engineers
- Pages:
- 27
- File Size:
- 845 KB
- Publication Date:
- Jan 1, 1971
Abstract
INTRODUCTION A greater understanding is required about the factors which control tunneling operations if we are to meet the expected demand for tunnels. Much of the needed information can best be achieved by the proper use of instrumentation and advanced engineering concepts. Tunnel measurements and their analysis may prove to be the key which will give the insight necessary to understand the relationship of rock, tunnel supports, and linings. There are three main areas which can be improved through the use of tunnel instrumentation. First, and of prime importance, is safety for men and the project. When unstable conditions occur, sets become distorted. Even without measurements, it is sometimes possible to tell when trouble is approaching. In effect, the set acts as a load cell. Distortions in the set indicate reinforcements may be required to maintain stability. Additional sets or rock bolts, if they are placed soon enough, may provide this stability. However, when large rock displacements occur in short periods of time, it could be too late. Figure 1 is an example of the difficulties encountered in stopping moving rock. To stop the movement and possible failure, large props were placed above the spring line and the massive concrete gravity buttress was constructed along the legs. Rock bolts from the buttress deep into the rock were also used in an attempt to stabilize the rock mass. However, this work is for a highway tunnel and eventually these props and buttresses must be removed.
Citation
APA:
(1971) Tests For Tunnel Support And Lining RequirementsMLA: Tests For Tunnel Support And Lining Requirements. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1971.