Geotechnical investigation and testing : Laboratory testing of soil.
ISO 17892-9:2018 specifies a method for consolidated triaxial compression tests on water-saturated soils. ISO 17892-9:2018 is applicable to the laboratory determination of triaxial shear strength under compression loading within the scope of geotechnical investigations. The cylindrical specimen, whi...
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| Format: | software, multimedia |
| Language: | eng |
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Chiswick, London : BSI Standards Limited,
2018
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| _version_ | 1826471734782459904 |
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| author | British Standards Institution, owner 8096 European Committee for Standardization 1420 |
| author_facet | British Standards Institution, owner 8096 European Committee for Standardization 1420 |
| author_sort | British Standards Institution, owner 8096 |
| collection | OCEAN |
| description | ISO 17892-9:2018 specifies a method for consolidated triaxial compression tests on water-saturated soils. ISO 17892-9:2018 is applicable to the laboratory determination of triaxial shear strength under compression loading within the scope of geotechnical investigations. The cylindrical specimen, which can comprise undisturbed, re-compacted, remoulded or reconstituted soil, is subjected to an isotropic or an anisotropic stress under drained conditions and thereafter is sheared under undrained or drained conditions. The test allows the determination of shear strength, stress-strain relationships and effective stress paths. All stresses and strains are denoted as positive numerical values in compression. NOTE 1 This document provides a test for a single specimen. A set of at least three relatable tests are required to determine the shear strength parameters from these tests. Procedures for evaluating the results are included in Annex B and, where required, the shear strength parameters are to be included in the report. |
| first_indexed | 2024-03-05T17:07:50Z |
| format | software, multimedia |
| id | KOHA-OAI-TEST:600992 |
| institution | Universiti Teknologi Malaysia - OCEAN |
| language | eng |
| last_indexed | 2024-03-05T17:07:50Z |
| publishDate | 2018 |
| publisher | Chiswick, London : BSI Standards Limited, |
| record_format | dspace |
| spelling | KOHA-OAI-TEST:6009922024-02-01T05:16:38ZGeotechnical investigation and testing : Laboratory testing of soil. British Standards Institution, owner 8096 European Committee for Standardization 1420 software, multimedia Electronic standards 652897 Chiswick, London : BSI Standards Limited,2018©2018engISO 17892-9:2018 specifies a method for consolidated triaxial compression tests on water-saturated soils. ISO 17892-9:2018 is applicable to the laboratory determination of triaxial shear strength under compression loading within the scope of geotechnical investigations. The cylindrical specimen, which can comprise undisturbed, re-compacted, remoulded or reconstituted soil, is subjected to an isotropic or an anisotropic stress under drained conditions and thereafter is sheared under undrained or drained conditions. The test allows the determination of shear strength, stress-strain relationships and effective stress paths. All stresses and strains are denoted as positive numerical values in compression. NOTE 1 This document provides a test for a single specimen. A set of at least three relatable tests are required to determine the shear strength parameters from these tests. Procedures for evaluating the results are included in Annex B and, where required, the shear strength parameters are to be included in the report.Includes bibliography.1 Scope -- 2 Normative references -- 3 Terms and definitions -- 4 Symbols -- 5 Apparatus -- 6 Test procedure -- 7 Test results -- 8 Test report -- Annex A (normative) - Calibration, maintenance and checks -- Annex B (informative) - Additional calculations for effective shear strength -- BibliographyISO 17892-9:2018 specifies a method for consolidated triaxial compression tests on water-saturated soils. ISO 17892-9:2018 is applicable to the laboratory determination of triaxial shear strength under compression loading within the scope of geotechnical investigations. The cylindrical specimen, which can comprise undisturbed, re-compacted, remoulded or reconstituted soil, is subjected to an isotropic or an anisotropic stress under drained conditions and thereafter is sheared under undrained or drained conditions. The test allows the determination of shear strength, stress-strain relationships and effective stress paths. All stresses and strains are denoted as positive numerical values in compression. NOTE 1 This document provides a test for a single specimen. A set of at least three relatable tests are required to determine the shear strength parameters from these tests. Procedures for evaluating the results are included in Annex B and, where required, the shear strength parameters are to be included in the report.PSZJBSoil mechanicsEngineering geologyhttps://login.ezproxy.utm.my/menuURN:ISBN:9780580940873Remote access restricted to users with a valid UTM ID via VPN. |
| spellingShingle | Soil mechanics Engineering geology British Standards Institution, owner 8096 European Committee for Standardization 1420 Geotechnical investigation and testing : Laboratory testing of soil. |
| title | Geotechnical investigation and testing : Laboratory testing of soil. |
| title_full | Geotechnical investigation and testing : Laboratory testing of soil. |
| title_fullStr | Geotechnical investigation and testing : Laboratory testing of soil. |
| title_full_unstemmed | Geotechnical investigation and testing : Laboratory testing of soil. |
| title_short | Geotechnical investigation and testing : Laboratory testing of soil. |
| title_sort | geotechnical investigation and testing laboratory testing of soil |
| topic | Soil mechanics Engineering geology |
| url | https://login.ezproxy.utm.my/menu |
| work_keys_str_mv | AT britishstandardsinstitutionowner8096 geotechnicalinvestigationandtestinglaboratorytestingofsoil AT europeancommitteeforstandardization1420 geotechnicalinvestigationandtestinglaboratorytestingofsoil |