1. Triaxial tests were carried out on 54-mm-diameter (NX core)intact rock specimens. The applied confining pressures and theprincipal stress differences at failure are summarised below5.210Confining05.010.015.0 20.0 25.0pressure (MPa)Principal stress59.587.5116.0 139.5167.5 192.5difference (MPa)Plot o, against o, at failure and determine the uniaxial com-pressive strength and the friction angle of the intact rock.

1. Triaxial tests were carried out on 54-mm-diameter (NX co. intact rock specimens. The applied confining pressures and t principal stress differences at failure are summarised below.5.2 0 5.0 10.0 15.0 20.0 25.C Confining pressure (MPa) Principal stress 59.5 87.5 116.0 139.5 167.5 192.5 difference (MPa) Plot o, against σ, at failure and determine the uniaxial com- pressive strength and the friction angle of the intact rock.

1. Triaxial tests were carried out on 54-mm-diameter (NX co. intact rock specimens. The applied confining pressures and t principal stress differences at failure are summarised below.5.2 0 5.0 10.0 15.0 20.0 25.C Confining pressure (MPa) Principal stress 59.5 87.5 116.0 139.5 167.5 192.5 difference (MPa) Plot o, against σ, at failure and determine the uniaxial com- pressive strength and the friction angle of the intact rock.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Subject :Geotechnical Engineering
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