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Laboratory Rock Tests
Abstract The rock mass is made of intact rock and one or more sets of discontinuities. The intact rock specimens that are recovered from coring represent a relatively small volume of the rock mass and do not fully reflect the presence of discontinuities. The behaviour of the rock mass is governed mostly by the discontinuities than the properties of the intact rocks. Uniaxial compressive strength, Brazilian indirect tensile strength and the point load strength are some of the properties that reflect the strength of the intact rock. Typical values of these parameters and the interrelationships among them are discussed in this chapter.
Laboratory Rock Tests
Abstract The rock mass is made of intact rock and one or more sets of discontinuities. The intact rock specimens that are recovered from coring represent a relatively small volume of the rock mass and do not fully reflect the presence of discontinuities. The behaviour of the rock mass is governed mostly by the discontinuities than the properties of the intact rocks. Uniaxial compressive strength, Brazilian indirect tensile strength and the point load strength are some of the properties that reflect the strength of the intact rock. Typical values of these parameters and the interrelationships among them are discussed in this chapter.
Laboratory Rock Tests
Ameratunga, Jay (Autor:in) / Sivakugan, Nagaratnam (Autor:in) / Das, Braja M. (Autor:in)
11.12.2015
17 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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