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1.1 This test method covers determination of the strength and stress-strain relationships of a cylindrical specimen of either intact, compacted, or remolded cohesive soil. Specimens are subjected to a confining fluid pressure in a triaxial chamber. No drainage of the specimen is permitted during the application of the confining fluid pressure or during the compression phase of the test. The specimen is axially loaded at a constant rate of axial deformation (strain controlled).
Author | ASTM |
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Editor | ASTM |
Document type | Standard |
Format | File |
ICS | 93.020 : Earthworks. Excavations. Foundation construction. Underground works
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Number of pages | 7 |
Replace | ASTM D2850-03a(2007) + Redline |
Set | ASTMVOL0408 |
Year | 2015 |
Document history | ASTM D2850-03a(2007) + Redline |
Country | USA |
Keyword | ASTM 2850;ASTM D2850;ASTM D2850;10.1520/D2850-15 |