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- W2212147631 abstract "The methods of prediction of rock joint behaviour have traditionally relied on empiricism or over-simplified theoretical approaches. In addition only limited boundary conditions are considered in many cases. Recent advancements into rock socketed piles have resulted in a theoretically based roughness model for the shear behaviour of concrete-rock interfaces. As there are many similarities between rock joints and the concrete-rock interface of socketed piles it is likely that the new theories are also applicable to rock joints. This paper describes the beginning of a project to expand socketed pile research to rock joints." @default.
- W2212147631 created "2016-06-24" @default.
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- W2212147631 date "1995-01-01" @default.
- W2212147631 modified "2023-09-27" @default.
- W2212147631 title "The shear behaviour of rock joints" @default.
- W2212147631 hasPublicationYear "1995" @default.
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