Investigation of the True Triaxial Failure Mechanism for a Medium Strength Sandstone Report 3: Classic Triaxial testing result and model calibration

This technical report was prepared following a request from SCT Operations Pty Ltd for a geomechanical study on a medium strength sandstone. This study investigated the behaviour of Hawkesbury sandstone under true triaxial stress conditions, including 15 tests on 50 mm cubic samples. Report 1&2...

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Main Authors: Fallahzadeh, Seyed Hassan, Salemi, H., Tarom, N., Sarmadivaleh, Mohammad
Format: Report
Published: 2017
Online Access:http://hdl.handle.net/20.500.11937/56858
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author Fallahzadeh, Seyed Hassan
Salemi, H.
Tarom, N.
Sarmadivaleh, Mohammad
author_facet Fallahzadeh, Seyed Hassan
Salemi, H.
Tarom, N.
Sarmadivaleh, Mohammad
author_sort Fallahzadeh, Seyed Hassan
building Curtin Institutional Repository
collection Online Access
description This technical report was prepared following a request from SCT Operations Pty Ltd for a geomechanical study on a medium strength sandstone. This study investigated the behaviour of Hawkesbury sandstone under true triaxial stress conditions, including 15 tests on 50 mm cubic samples. Report 1&2 were already submitted and this report summarises the classic triaxial testing on 4 samples, two of which were cored in horizontal and the rest in vertical directions. Table one summarises testing conditions. Rock mechanical parameters were taken from Gu (2001, Page 81) and estimated ultimate strength was calculated based on Mohr-Coulomb failure criteria. Figure 1 shows the UCS test on the sample ID 18 with the strain gauges being attached to the sample. Also, the whole loading setup for a single stage confined test is shown in this figure.
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institution Curtin University Malaysia
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last_indexed 2025-11-14T10:08:05Z
publishDate 2017
recordtype eprints
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spelling curtin-20.500.11937-568582022-11-21T05:14:07Z Investigation of the True Triaxial Failure Mechanism for a Medium Strength Sandstone Report 3: Classic Triaxial testing result and model calibration Fallahzadeh, Seyed Hassan Salemi, H. Tarom, N. Sarmadivaleh, Mohammad This technical report was prepared following a request from SCT Operations Pty Ltd for a geomechanical study on a medium strength sandstone. This study investigated the behaviour of Hawkesbury sandstone under true triaxial stress conditions, including 15 tests on 50 mm cubic samples. Report 1&2 were already submitted and this report summarises the classic triaxial testing on 4 samples, two of which were cored in horizontal and the rest in vertical directions. Table one summarises testing conditions. Rock mechanical parameters were taken from Gu (2001, Page 81) and estimated ultimate strength was calculated based on Mohr-Coulomb failure criteria. Figure 1 shows the UCS test on the sample ID 18 with the strain gauges being attached to the sample. Also, the whole loading setup for a single stage confined test is shown in this figure. 2017 Report http://hdl.handle.net/20.500.11937/56858 restricted
spellingShingle Fallahzadeh, Seyed Hassan
Salemi, H.
Tarom, N.
Sarmadivaleh, Mohammad
Investigation of the True Triaxial Failure Mechanism for a Medium Strength Sandstone Report 3: Classic Triaxial testing result and model calibration
title Investigation of the True Triaxial Failure Mechanism for a Medium Strength Sandstone Report 3: Classic Triaxial testing result and model calibration
title_full Investigation of the True Triaxial Failure Mechanism for a Medium Strength Sandstone Report 3: Classic Triaxial testing result and model calibration
title_fullStr Investigation of the True Triaxial Failure Mechanism for a Medium Strength Sandstone Report 3: Classic Triaxial testing result and model calibration
title_full_unstemmed Investigation of the True Triaxial Failure Mechanism for a Medium Strength Sandstone Report 3: Classic Triaxial testing result and model calibration
title_short Investigation of the True Triaxial Failure Mechanism for a Medium Strength Sandstone Report 3: Classic Triaxial testing result and model calibration
title_sort investigation of the true triaxial failure mechanism for a medium strength sandstone report 3: classic triaxial testing result and model calibration
url http://hdl.handle.net/20.500.11937/56858