Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils
Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic s...
Ausführliche Beschreibung
Autor*in: |
Prakash, K. [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2023 |
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Anmerkung: |
© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Übergeordnetes Werk: |
Enthalten in: Geotechnical and geological engineering - Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983, 42(2023), 1 vom: 12. Juli, Seite 755-765 |
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Übergeordnetes Werk: |
volume:42 ; year:2023 ; number:1 ; day:12 ; month:07 ; pages:755-765 |
Links: |
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DOI / URN: |
10.1007/s10706-023-02552-z |
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Katalog-ID: |
SPR054690080 |
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520 | |a Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. | ||
650 | 4 | |a Clay mineralogy |7 (dpeaa)DE-He213 | |
650 | 4 | |a Compacted soils |7 (dpeaa)DE-He213 | |
650 | 4 | |a Compressibility behaviour |7 (dpeaa)DE-He213 | |
650 | 4 | |a Compression index |7 (dpeaa)DE-He213 | |
650 | 4 | |a Placement conditions |7 (dpeaa)DE-He213 | |
700 | 1 | |a Sridharan, A. |4 aut | |
700 | 1 | |a Prasanna, H. S. |4 aut | |
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10.1007/s10706-023-02552-z doi (DE-627)SPR054690080 (SPR)s10706-023-02552-z-e DE-627 ger DE-627 rakwb eng Prakash, K. verfasserin (orcid)0000-0001-8129-5493 aut Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. Clay mineralogy (dpeaa)DE-He213 Compacted soils (dpeaa)DE-He213 Compressibility behaviour (dpeaa)DE-He213 Compression index (dpeaa)DE-He213 Placement conditions (dpeaa)DE-He213 Sridharan, A. aut Prasanna, H. S. aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 42(2023), 1 vom: 12. Juli, Seite 755-765 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:42 year:2023 number:1 day:12 month:07 pages:755-765 https://dx.doi.org/10.1007/s10706-023-02552-z 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_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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 42 2023 1 12 07 755-765 |
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10.1007/s10706-023-02552-z doi (DE-627)SPR054690080 (SPR)s10706-023-02552-z-e DE-627 ger DE-627 rakwb eng Prakash, K. verfasserin (orcid)0000-0001-8129-5493 aut Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. Clay mineralogy (dpeaa)DE-He213 Compacted soils (dpeaa)DE-He213 Compressibility behaviour (dpeaa)DE-He213 Compression index (dpeaa)DE-He213 Placement conditions (dpeaa)DE-He213 Sridharan, A. aut Prasanna, H. S. aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 42(2023), 1 vom: 12. Juli, Seite 755-765 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:42 year:2023 number:1 day:12 month:07 pages:755-765 https://dx.doi.org/10.1007/s10706-023-02552-z 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_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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 42 2023 1 12 07 755-765 |
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10.1007/s10706-023-02552-z doi (DE-627)SPR054690080 (SPR)s10706-023-02552-z-e DE-627 ger DE-627 rakwb eng Prakash, K. verfasserin (orcid)0000-0001-8129-5493 aut Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. Clay mineralogy (dpeaa)DE-He213 Compacted soils (dpeaa)DE-He213 Compressibility behaviour (dpeaa)DE-He213 Compression index (dpeaa)DE-He213 Placement conditions (dpeaa)DE-He213 Sridharan, A. aut Prasanna, H. S. aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 42(2023), 1 vom: 12. Juli, Seite 755-765 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:42 year:2023 number:1 day:12 month:07 pages:755-765 https://dx.doi.org/10.1007/s10706-023-02552-z 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_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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 42 2023 1 12 07 755-765 |
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10.1007/s10706-023-02552-z doi (DE-627)SPR054690080 (SPR)s10706-023-02552-z-e DE-627 ger DE-627 rakwb eng Prakash, K. verfasserin (orcid)0000-0001-8129-5493 aut Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. Clay mineralogy (dpeaa)DE-He213 Compacted soils (dpeaa)DE-He213 Compressibility behaviour (dpeaa)DE-He213 Compression index (dpeaa)DE-He213 Placement conditions (dpeaa)DE-He213 Sridharan, A. aut Prasanna, H. S. aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 42(2023), 1 vom: 12. Juli, Seite 755-765 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:42 year:2023 number:1 day:12 month:07 pages:755-765 https://dx.doi.org/10.1007/s10706-023-02552-z 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_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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 42 2023 1 12 07 755-765 |
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10.1007/s10706-023-02552-z doi (DE-627)SPR054690080 (SPR)s10706-023-02552-z-e DE-627 ger DE-627 rakwb eng Prakash, K. verfasserin (orcid)0000-0001-8129-5493 aut Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. Clay mineralogy (dpeaa)DE-He213 Compacted soils (dpeaa)DE-He213 Compressibility behaviour (dpeaa)DE-He213 Compression index (dpeaa)DE-He213 Placement conditions (dpeaa)DE-He213 Sridharan, A. aut Prasanna, H. S. aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 42(2023), 1 vom: 12. Juli, Seite 755-765 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:42 year:2023 number:1 day:12 month:07 pages:755-765 https://dx.doi.org/10.1007/s10706-023-02552-z 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_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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 42 2023 1 12 07 755-765 |
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. 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Prakash, K. |
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Prakash, K. misc Clay mineralogy misc Compacted soils misc Compressibility behaviour misc Compression index misc Placement conditions Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils |
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Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils Clay mineralogy (dpeaa)DE-He213 Compacted soils (dpeaa)DE-He213 Compressibility behaviour (dpeaa)DE-He213 Compression index (dpeaa)DE-He213 Placement conditions (dpeaa)DE-He213 |
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compression curves and compression indices of compacted montmorillonitic and kaolinitic soils |
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Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils |
abstract |
Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
abstractGer |
Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
abstract_unstemmed |
Abstract The engineering behaviour of fine-grained soils is a dominant function of their clay mineralogical composition. Based on their dominant clay mineralogical composition, the natural fine-grained soils may be grouped as montmorillonitic soils, kaolinitic soils and montmorillonitic-kaolinitic soils. This article presents the e-log σ' behaviour and compression indices of compacted montmorillonitic and kaolinitic soils at salient points along their compaction curves. It is shown that in spite of having almost the same liquid limit and or plastic limit, compacted montmorillonitic and kaolinitic soils exhibit vastly different e-log σ' behaviour and compression indices, irrespective of the placement conditions. It is illustrated that the compacted montmorillonitic soils exhibit higher compression indices than the compacted kaolinitic soils under any placement condition. The results from the present study are hoped to have practical values while selecting the type of soil and or placement conditions for better performance of geotechnical structures where compaction is preferred to be adopted. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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title_short |
Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils |
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https://dx.doi.org/10.1007/s10706-023-02552-z |
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Sridharan, A. Prasanna, H. S. |
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Sridharan, A. Prasanna, H. S. |
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10.1007/s10706-023-02552-z |
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2024-07-04T02:39:41.432Z |
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score |
7.3993025 |