OFR-67(2)-75 Characterization Of The Structural Behavior Of Rock Masses - Appendix C - An Alternative Structural Model For The Characterization Of Rock Masses Volume II ? 1. Introduction ? 1.1 General

The National Institute for Occupational Safety and Health (NIOSH)
L. R. Herrmann
Organization:
The National Institute for Occupational Safety and Health (NIOSH)
Pages:
191
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21924 KB
Publication Date:
Jan 1, 2012

Abstract

The most fundamental feature of fracture is that it involves separation. Such separation can arise by either separation of molecules, more or less along the line joining their centers (tension), or by d sliding separation roughly perpendicular to that line (shear). Theoretically, a perfect crystal could never be broken by the application of perfectly axial compressive stress (until some sub-molecular actions occur). In tension fields the calculated forces between molecules are extremely high. Consequently, calculations based on the forces known to exist in materials at the molecular and crystalline levels always lead to strengths which are two or three magnitudes higher than the strengths obtained in service or in the laboratory. It has been a major problem, therefore, to explain: (a) How fracture can occur in compressive stress states. (b) Why the observed strength of a material is always much lower than its calculated strength.
Citation

APA: L. R. Herrmann  (2012)  OFR-67(2)-75 Characterization Of The Structural Behavior Of Rock Masses - Appendix C - An Alternative Structural Model For The Characterization Of Rock Masses Volume II ? 1. Introduction ? 1.1 General

MLA: L. R. Herrmann OFR-67(2)-75 Characterization Of The Structural Behavior Of Rock Masses - Appendix C - An Alternative Structural Model For The Characterization Of Rock Masses Volume II ? 1. Introduction ? 1.1 General. The National Institute for Occupational Safety and Health (NIOSH), 2012.

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