Analytical model for the design of grout
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B. Indraratna; P. K. Kaiser
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Article
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1990
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John Wiley and Sons
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English
โ 986 KB
An analytical model which represents the behaviour of a reinforced rock mass near a circular underground opening in a homogeneous, uniform stress field has been developed. The theory adopts the concepts ofelastoplasticity and considers a proper interaction mechanism between the ground and the groute