Effects of loading rate and temperature on strength and deformability of Maha Sarakham salt

Uniaxial and triaxial compression tests are performed to assess the effects of temperature and loading rate on strength and deformability of Maha Sarakham salt. Specimens are compressed to failure under constant confining pressures between 0 and 12 MPa while the axial stress is increased at consta...

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Main Authors: Komkrit Phatthaisong, Suratwadee Sartkaew, Kittitep Fuenkajorn
Format: Article
Language:English
Published: Prince of Songkla University 2018-04-01
Series:Songklanakarin Journal of Science and Technology (SJST)
Subjects:
Online Access:http://rdo.psu.ac.th/sjstweb/journal/40-2/40-2-14.pdf
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spelling doaj-307f7abb3ce540a1a7a5d7498347f3f82020-11-25T00:55:53ZengPrince of Songkla UniversitySongklanakarin Journal of Science and Technology (SJST)0125-33952018-04-0140235936610.14456/sjst-psu.2018.40Effects of loading rate and temperature on strength and deformability of Maha Sarakham saltKomkrit Phatthaisong0Suratwadee Sartkaew1Kittitep Fuenkajorn2Geomechanics Research Unit, Institute of Engineering, Suranaree University of Technology, Mueang, Nakhon Ratchasima, 30000 ThailandGeomechanics Research Unit, Institute of Engineering, Suranaree University of Technology, Mueang, Nakhon Ratchasima, 30000 ThailandGeomechanics Research Unit, Institute of Engineering, Suranaree University of Technology, Mueang, Nakhon Ratchasima, 30000 ThailandUniaxial and triaxial compression tests are performed to assess the effects of temperature and loading rate on strength and deformability of Maha Sarakham salt. Specimens are compressed to failure under constant confining pressures between 0 and 12 MPa while the axial stress is increased at constant rates of 0.001, 0.01, and 0.1 MPa/s. Elasticity and strength at dilation and at failure increase with loading rates. Sets of empirical equations are derived for the strength, temperature, and applied stress rate in forms of power, logarithmic, and exponential functions. The distortional strain energy at dilation and at failure varies linearly with the mean normal stress. The proposed strength criteria are applied to determine the safe maximum withdrawal rate of a compressed-air energy storage cavern in the Maha Sarakham formation. The strain energy criterion that considers both distortional and mean stress-strain tends to give the most conservative result.http://rdo.psu.ac.th/sjstweb/journal/40-2/40-2-14.pdfrock saltstrain energyelasticitystrengthdilation
collection DOAJ
language English
format Article
sources DOAJ
author Komkrit Phatthaisong
Suratwadee Sartkaew
Kittitep Fuenkajorn
spellingShingle Komkrit Phatthaisong
Suratwadee Sartkaew
Kittitep Fuenkajorn
Effects of loading rate and temperature on strength and deformability of Maha Sarakham salt
Songklanakarin Journal of Science and Technology (SJST)
rock salt
strain energy
elasticity
strength
dilation
author_facet Komkrit Phatthaisong
Suratwadee Sartkaew
Kittitep Fuenkajorn
author_sort Komkrit Phatthaisong
title Effects of loading rate and temperature on strength and deformability of Maha Sarakham salt
title_short Effects of loading rate and temperature on strength and deformability of Maha Sarakham salt
title_full Effects of loading rate and temperature on strength and deformability of Maha Sarakham salt
title_fullStr Effects of loading rate and temperature on strength and deformability of Maha Sarakham salt
title_full_unstemmed Effects of loading rate and temperature on strength and deformability of Maha Sarakham salt
title_sort effects of loading rate and temperature on strength and deformability of maha sarakham salt
publisher Prince of Songkla University
series Songklanakarin Journal of Science and Technology (SJST)
issn 0125-3395
publishDate 2018-04-01
description Uniaxial and triaxial compression tests are performed to assess the effects of temperature and loading rate on strength and deformability of Maha Sarakham salt. Specimens are compressed to failure under constant confining pressures between 0 and 12 MPa while the axial stress is increased at constant rates of 0.001, 0.01, and 0.1 MPa/s. Elasticity and strength at dilation and at failure increase with loading rates. Sets of empirical equations are derived for the strength, temperature, and applied stress rate in forms of power, logarithmic, and exponential functions. The distortional strain energy at dilation and at failure varies linearly with the mean normal stress. The proposed strength criteria are applied to determine the safe maximum withdrawal rate of a compressed-air energy storage cavern in the Maha Sarakham formation. The strain energy criterion that considers both distortional and mean stress-strain tends to give the most conservative result.
topic rock salt
strain energy
elasticity
strength
dilation
url http://rdo.psu.ac.th/sjstweb/journal/40-2/40-2-14.pdf
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