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Application of Field Measurements to Design of Deep Mine Accessways in the Western Usa.

Authors
Beus-MJ
Source
Estratto Dal Bollettino Della Asso Min Subalpina 1988 Dec; 25(4):395-414
Link
NIOSHTIC No.
10007417
Abstract
There are many geometrical and physicomechanical factors affecting the design of a stable deep mine shaft. Measurements during construction yield many significant findings related to the behavior of the rock mass and the liner. In particular, the influence of the stability of the rock mass anisotropy, the initial in situ stress field, the bedding plane characteristics, and the geometry and properties of the liner can be observed. A variety of physical, numerical, and analytical models can be used to characterize in situ conditions. Based on a combination of observation, analysis, and empirical approaches, overall behavior of the rock mass around a deep mine accessway can be determined.
Publication Date
19881201
Document Type
OP;
Fiscal Year
1989
NTIS Accession No.
NTIS Price
Identifying No.
OP 12-90
Issue of Publication
4
NIOSH Division
SRC;
Source Name
Estratto Dal Bollettino Della Asso. Min. Subalpina, V. 25, No. 4, Dec. 1988, PP. 395-414
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