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ASTM D5202/D5202M-16
Standard Test Method for Determining Triaxial Compression Creep Strength of Chemically Grouted SoilsMore info
1.1 This test method covers the determination of long-term strength and deformation of a cylindrical specimen of either a (undisturbed) field sample or laboratory-fabricated chemical grouted soil when it is sheared undrained in compression under a constant sustained load.
Note 1: The voids of chemical grouted soils are most often substantially filled with grout. Thus, pore pressures are unlikely to develop. This test method is not applicable to partially grouted soils in which substantial pore pressures may develop. If pore pressures must be measured, reference is made to Test Method D4767 for equipment and procedures.
| Author | ASTM |
|---|---|
| Editor | ASTM |
| Document type | Standard |
| Format | File |
| ICS | 93.020 : Earthworks. Excavations. Foundation construction. Underground works |
| Number of pages | 6 |
| Replace | ASTM D5202-08 |
| Set | ASTMVOL0408 |
| Year | 2016 |
| Document history | ASTM D5202-08 |
| Country | USA |
| Keyword | ASTM 5202;ASTM D5202;ASTM D5202;10.1520/D5202_D5202M-16 |