Evaluation of Specimen Size-Effect in Sedimentary Rocks and Grain Size Effect in Concrete Specimens on Uniaxial Compressive Strength

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Evaluation of Specimen Size-Effect in Sedimentary Rocks and Grain Size Effect in Concrete Specimens on Uniaxial Compressive Strength

Summary: In rock engineering, the effect of scale on the strength and deformation properties of the rock mass is one of the most important issues. Prediction of uniaxial compressive strength in different diameters using the specimen size-effect models is valuable. To specify the application scope of...

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Bibliographic Details
Main Authors:	Darbor, M., Faramarzi, L., Sharifzadeh, Mostafa, Rezaei, H.
Format:	Journal Article
Published:	2017
Online Access:	http://hdl.handle.net/20.500.11937/75173

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