Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus
Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many stu...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Daraei, Ako [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2018 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer Nature Switzerland AG 2018 |
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| Übergeordnetes Werk: |
Enthalten in: Geomechanics and geophysics for geo-energy and geo-resources - New York, NY [u.a.] : Springer international, 2015, 4(2018), 4 vom: 13. Aug., Seite 343-353 |
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| Übergeordnetes Werk: |
volume:4 ; year:2018 ; number:4 ; day:13 ; month:08 ; pages:343-353 |
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| DOI / URN: |
10.1007/s40948-018-0091-9 |
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SPR038002760 |
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| 520 | |a Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. | ||
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10.1007/s40948-018-0091-9 doi (DE-627)SPR038002760 (SPR)s40948-018-0091-9-e DE-627 ger DE-627 rakwb eng Daraei, Ako verfasserin aut Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2018 Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. Rock saturation degree (dpeaa)DE-He213 Water content (dpeaa)DE-He213 Uniaxial compression strength (dpeaa)DE-He213 Deformation modulus (dpeaa)DE-He213 Zare, Shokrollah aut Enthalten in Geomechanics and geophysics for geo-energy and geo-resources New York, NY [u.a.] : Springer international, 2015 4(2018), 4 vom: 13. Aug., Seite 343-353 (DE-627)827603401 (DE-600)2823606-3 2363-8427 nnns volume:4 year:2018 number:4 day:13 month:08 pages:343-353 https://dx.doi.org/10.1007/s40948-018-0091-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 4 2018 4 13 08 343-353 |
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10.1007/s40948-018-0091-9 doi (DE-627)SPR038002760 (SPR)s40948-018-0091-9-e DE-627 ger DE-627 rakwb eng Daraei, Ako verfasserin aut Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2018 Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. Rock saturation degree (dpeaa)DE-He213 Water content (dpeaa)DE-He213 Uniaxial compression strength (dpeaa)DE-He213 Deformation modulus (dpeaa)DE-He213 Zare, Shokrollah aut Enthalten in Geomechanics and geophysics for geo-energy and geo-resources New York, NY [u.a.] : Springer international, 2015 4(2018), 4 vom: 13. Aug., Seite 343-353 (DE-627)827603401 (DE-600)2823606-3 2363-8427 nnns volume:4 year:2018 number:4 day:13 month:08 pages:343-353 https://dx.doi.org/10.1007/s40948-018-0091-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 4 2018 4 13 08 343-353 |
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10.1007/s40948-018-0091-9 doi (DE-627)SPR038002760 (SPR)s40948-018-0091-9-e DE-627 ger DE-627 rakwb eng Daraei, Ako verfasserin aut Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2018 Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. Rock saturation degree (dpeaa)DE-He213 Water content (dpeaa)DE-He213 Uniaxial compression strength (dpeaa)DE-He213 Deformation modulus (dpeaa)DE-He213 Zare, Shokrollah aut Enthalten in Geomechanics and geophysics for geo-energy and geo-resources New York, NY [u.a.] : Springer international, 2015 4(2018), 4 vom: 13. Aug., Seite 343-353 (DE-627)827603401 (DE-600)2823606-3 2363-8427 nnns volume:4 year:2018 number:4 day:13 month:08 pages:343-353 https://dx.doi.org/10.1007/s40948-018-0091-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 4 2018 4 13 08 343-353 |
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10.1007/s40948-018-0091-9 doi (DE-627)SPR038002760 (SPR)s40948-018-0091-9-e DE-627 ger DE-627 rakwb eng Daraei, Ako verfasserin aut Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2018 Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. Rock saturation degree (dpeaa)DE-He213 Water content (dpeaa)DE-He213 Uniaxial compression strength (dpeaa)DE-He213 Deformation modulus (dpeaa)DE-He213 Zare, Shokrollah aut Enthalten in Geomechanics and geophysics for geo-energy and geo-resources New York, NY [u.a.] : Springer international, 2015 4(2018), 4 vom: 13. Aug., Seite 343-353 (DE-627)827603401 (DE-600)2823606-3 2363-8427 nnns volume:4 year:2018 number:4 day:13 month:08 pages:343-353 https://dx.doi.org/10.1007/s40948-018-0091-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 4 2018 4 13 08 343-353 |
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10.1007/s40948-018-0091-9 doi (DE-627)SPR038002760 (SPR)s40948-018-0091-9-e DE-627 ger DE-627 rakwb eng Daraei, Ako verfasserin aut Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2018 Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. Rock saturation degree (dpeaa)DE-He213 Water content (dpeaa)DE-He213 Uniaxial compression strength (dpeaa)DE-He213 Deformation modulus (dpeaa)DE-He213 Zare, Shokrollah aut Enthalten in Geomechanics and geophysics for geo-energy and geo-resources New York, NY [u.a.] : Springer international, 2015 4(2018), 4 vom: 13. Aug., Seite 343-353 (DE-627)827603401 (DE-600)2823606-3 2363-8427 nnns volume:4 year:2018 number:4 day:13 month:08 pages:343-353 https://dx.doi.org/10.1007/s40948-018-0091-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 4 2018 4 13 08 343-353 |
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Geomechanics and geophysics for geo-energy and geo-resources |
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Daraei, Ako @@aut@@ Zare, Shokrollah @@aut@@ |
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| author |
Daraei, Ako |
| spellingShingle |
Daraei, Ako misc Rock saturation degree misc Water content misc Uniaxial compression strength misc Deformation modulus Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus |
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Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus Rock saturation degree (dpeaa)DE-He213 Water content (dpeaa)DE-He213 Uniaxial compression strength (dpeaa)DE-He213 Deformation modulus (dpeaa)DE-He213 |
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misc Rock saturation degree misc Water content misc Uniaxial compression strength misc Deformation modulus |
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Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus |
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Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus |
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Daraei, Ako |
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Geomechanics and geophysics for geo-energy and geo-resources |
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Daraei, Ako |
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10.1007/s40948-018-0091-9 |
| title_sort |
determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus |
| title_auth |
Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus |
| abstract |
Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. © Springer Nature Switzerland AG 2018 |
| abstractGer |
Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. © Springer Nature Switzerland AG 2018 |
| abstract_unstemmed |
Abstract Strength and deformation modulus are two basic parameters in rock engineering designs. So far, many studies have been done on the effect of the water content on the foregoing two parameters all of which emphasize on the reduction of them by increase of water. In spite of performing many studies carried out in this field, two important questions have been remained unanswered: (1) Is there any degree of saturation in which the greatest variations in compressive strength and deformation modulus occur? (2) Does the saturation have more effect on the strength or on the deformation modulus? This matter has been discussed in this paper by conducting uniaxial compressive strength tests on 78 rock samples from 4 different lithologies in two dry and saturated conditions. The results showed that the compressive strength and the modulus of deformation have the highest losses in the saturation water content ranging between 0.2 and 2%, and the modulus of deformability decreases more than the compressive strength. In addition, the loss of compressive strength and deformation modulus is independent of the rock strength class proportionate to the saturation. © Springer Nature Switzerland AG 2018 |
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Determination of critical saturation degree in rocks based on maximum loss of uniaxial compression strength and deformation modulus |
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https://dx.doi.org/10.1007/s40948-018-0091-9 |
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Zare, Shokrollah |
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10.1007/s40948-018-0091-9 |
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