Criteria of Acceptance for Constant Rate of Strain Consolidation Test for Tropical Cohesive Soil
- 21 April 2016
- journal article
- research article
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 34 (4) , 931-947
Abstract
No abstract availableKeywords
This publication has 16 references indexed in Scilit:
- Evaluation of kaolin slurry properties treated with cementMeasurement, 2014
- New method to determine proper strain rate for constant rate-of-strain consolidation testsCanadian Geotechnical Journal, 2012
- Investigation on the Characteristics of Pore Water Flow During CRS Consolidation TestGeotechnical and Geological Engineering, 2011
- Experimental Verification of CRS Consolidation TheoryJournal of Geotechnical and Geoenvironmental Engineering, 1997
- Analysis and Estimation of the Coefficient of ConsolidationGeotechnical Testing Journal, 1995
- Constant rate of strain consolidation of Singapore marine clayGéotechnique, 1993
- The theory of one-dimensional consolidation of saturated clays: part V, constant rate of deformation testing and analysisGéotechnique, 1986
- Consolidation parameters derived from index testsGéotechnique, 1985
- Consolidation with constant rate of deformationGéotechnique, 1981
- Constant-Rate-of-Strain and Controlled-Gradient Consolidation TestingGeotechnical Testing Journal, 1978