DSF/FPREN ISO 17892-5
Geotechnical investigation and testing – Laboratory testing of soil – Part 5: Incremental loading oedometer test (ISO/FDIS 17892-5:2016)
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| Organization: | DS |
| Status: | active |
| Page Count: | 36 |
| ICS Code (Earthworks. Excavations. Foundation construction. Underground works): | 93.020 |
| ICS Code (Physical properties of soils): | 13.080.20 |
scope:
This document is intended for determination of the compression, swelling and consolidation properties of soils. The cylindrical test specimen is confined laterally, is subjected to discrete increments of vertical axial loading or unloading and is allowed to drain axially from the top and bottom surfaces. The main parameters derived from the oedometer test relate to the compressibility and rate of primary consolidation of the soil. Estimates of preconsolidation pressure, rate of secondary compression, and swelling characteristics are sometimes also obtainable.
Document History
March 27, 2017
Geotechnical investigation and testing – Laboratory testing of soil – Part 5: Incremental loading oedometer test (ISO 17892-5:2017)
ISO 17892-5:2017 specifies methods for the determination of the compressibility characteristics of soils by incremental loading in an oedometer. ISO 17892-5:2017 is applicable to the laboratory...
DSF/FPREN ISO 17892-5
Geotechnical investigation and testing – Laboratory testing of soil – Part 5: Incremental loading oedometer test (ISO/FDIS 17892-5:2016)
This document is intended for determination of the compression, swelling and consolidation properties of soils. The cylindrical test specimen is confined laterally, is subjected to discrete...
Geotechnical investigation and testing - Laboratory testing of soil - Part 5: Incremental loading oedometer test (ISO/DIS 17892-5:2014)
This document is intended for determination of the compression, swelling and consolidation properties of soils. The cylindrical test specimen is confined laterally, is subjected to discrete...