Mining - Engineering Analysis of Geologic Pressures and Design Effects

The American Institute of Mining, Metallurgical, and Petroleum Engineers
L. Adler
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
5
File Size:
317 KB
Publication Date:
Jan 1, 1962

Abstract

Some estimate of the geologic pressures existine at the site of a proposed underground opening is essential for its economic design and construction. Regardless of the size of such an opening, drill hole, or mine stope, these primitive stresses need evaluation; at present a number of techniques are available for this purpose. However, a new method of analysind stresses is proposed in this paper. Some estimate of the geologic pressures existing at the site of a proposed underground opening is essential for its economic design and construction. Regardless of the size of such an opening, drill hole or mine stope, these primitive stresses need evaluation. At present a number of techniques are available for this purpose, and another one is to be proposed. These may be grouped into three general methods: 1) precedent, 2) instrumentation, and 3) theoretical analysis. The first two are covered in the literature where their advantages, as well as limitations, are discussed.'9' Generally a theoretical approach combines structural geology with engineering mechanics. The former deals with the geodynamic causes of residual stresses (stresses not related to overburden weight) and presents interesting, but controversial, views.'" A general and useful conclusion, however, can be drawn - vertical residual stresses are much less prevalent than horizontal. However, if for some reason, the values and effects of horizontal pressures were better known to engineers the following analysis
Citation

APA: L. Adler  (1962)  Mining - Engineering Analysis of Geologic Pressures and Design Effects

MLA: L. Adler Mining - Engineering Analysis of Geologic Pressures and Design Effects. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1962.

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