Description
1.1 These test methods cover procedures for determining the magnitude and rate of consolidation of soil when it is restrained laterally and drained axially while subjected to incrementally applied controlled-stress loading. Two alternative procedures are provided as follows:
1.1.1 Test Method A-This test method is performed with constant load increment duration of 24 h, or multiples thereof. Time-deformation readings are required on a minimum of two load increments. This test method provides only the compression curve of the specimen and the results combine both primary consolidation and secondary compression deformations.
Product Details
- Published:
- 04/01/2020
- Number of Pages:
- 14
- File Size:
- 1 file , 370 KB
- Note:
- This product is unavailable in Russia, Ukraine, Belarus
