2006•Economic and Environmental GeologyRequires access

Rock Mechanics-Major Projects and Research Topics in Korea

So-Keul Chung

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Abstract

Major projects and research topics in the field of rock mechanics are analyzed to obtain the following results: Rock mechanics deals with the behavior of deformation, failure and displacement of the rock and rock mass on the basis of geological basics. Discontinuities in the rock mass are the most important parameters to control the behavior of rock mass around underground openings. The objective of site investigation and testing is to determine the strength properties of the rock mass and the in situ stress regime. Specimens for laboratory and in situ tests are to be selected in order that the results of the tests give the representative properties oi the rock mass of the site in question. The result of a numerical model would be better evaluated not quantitatively but qualitatively. The displacement behavior of the rock mass has to be monitored properly for the NATM (New Austrian Tunneling Method) principles. The stability of rock slope is to be evaluated preferably by back analysis with strength parameters, such as cohesion and friction angle.

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What this paper is about

Major projects and research topics in the field of rock mechanics are analyzed to obtain the following results: Rock mechanics deals with the behavior of deformation, failure and displacement of the rock and rock mass on the basis of geological basics. Discontinuities in the rock mass are the most important parameters to control the behavior of rock mass around underground openings. The objective of site investigation and testing is to determine the strength properties of the rock mass and the in situ stress regime. Specimens for laboratory and in situ tests are to be selected in order that the results of the tests give the representative properties oi the rock mass of the site in question. The result of a numerical model would be better evaluated not quantitatively but qualitatively. The displacement behavior of the rock mass has to be monitored properly for the NATM (New Austrian Tunneling Method) principles. The stability of rock slope is to be evaluated preferably by back analysis with strength parameters, such as cohesion and friction angle.

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Available abstract

Major projects and research topics in the field of rock mechanics are analyzed to obtain the following results: Rock mechanics deals with the behavior of deformation, failure and displacement of the rock and rock mass on the basis of geological basics. Discontinuities in the rock mass are the most important parameters to control the behavior of rock mass around underground openings. The objective of site investigation and testing is to determine the strength properties of the rock mass and the in situ stress regime. Specimens for laboratory and in situ tests are to be selected in order that the results of the tests give the representative properties oi the rock mass of the site in question. The result of a numerical model would be better evaluated not quantitatively but qualitatively. The displacement behavior of the rock mass has to be monitored properly for the NATM (New Austrian Tunneling Method) principles. The stability of rock slope is to be evaluated preferably by back analysis with strength parameters, such as cohesion and friction angle.

Key concepts: Rock mass classification, Rock mechanics, Classification of discontinuities, Cohesion (chemistry), Geological Strength Index, Geotechnical engineering, Geology, New Austrian Tunnelling method

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