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1.1 This test method is for the determination of the magnitude and rate-of-consolidation of saturated cohesive soils using continuous controlled-strain axial compression. The specimen is restrained laterally and drained axially to one surface. The axial force and base excess pressure are measured during the deformation process. Controlled strain compression is typically referred to as constant rate-of-strain (CRS) testing.
| Author | ASTM |
|---|---|
| Editor | ASTM |
| Document type | Standard |
| Format | File |
| ICS | 93.020 : Earthworks. Excavations. Foundation construction. Underground works
|
| Number of pages | 18 |
| Replace | ASTM D4186/D4186M-12 |
| Set | ASTMVOL0408 |
| Year | 2012 |
| Document history | ASTM D4186/D4186M-12 |
| Country | USA |
| Keyword | ASTM 4186;ASTM D4186;ASTM D4186;10.1520/D4186_D4186M-12E01 |