THE INFLUENCE OF SAMPLE DIMENSION ANALYSIS ON UNIAXIAL COMPRESSIVE TEST USING NUMERIC MODEL BASED ON HOEK-BROWN FAILURE CRITERIA

Geotechnics is one of the critical aspects of designing a safe and stable slope. A Geotechnical analysis is conducted by considering several rock mass properties, one of which is rock mechanical properties. One commonly used rock mechanical property is the UCS value obtained from the uniaxial compre...

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Bibliographic Details
Main Author: Marcelino Panjaitan, Harry
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/67841
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Institution: Institut Teknologi Bandung
Language: Indonesia
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