Prediction of the Coefficient of Volume Compressibility of Fine-Grained Soils Using a Modified Shrinkage Factor and SPT Data
- 3 September 2025
- journal article
- research article
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 43 (8) , 1-12
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Predicting coefficient of volume compressibility of fine-grained soils using appropriate soil type and soil state parametersScientific Reports, 2025
- Reliability and Validity Analysis of Correlations on Strength and Consolidation Parameters for Ankara Clay and Proposal for a New CorrelationArabian Journal for Science and Engineering, 2024
- Unified Evaluation of Consolidation Parameters for Low to High Plastic Range of Cohesive SoilsMehran University Research Journal of Engineering and Technology, 2021
- Estimation of Engineering Properties of Soils from Field SPT Using Random Number GenerationINAE Letters, 2016
- Determination of undrained strength of fine-grained soils by means of SPT and its application in TurkeyEngineering Geology, 2006
- Compressibility behaviour of remoulded, fine-grained soils and correlation with index propertiesCanadian Geotechnical Journal, 2000
- Compression Index: Misleading Parameter?Journal of Geotechnical Engineering, 1988
- Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidationGéotechnique, 1986
- A natural compression law for soils (an advance on e–log p′)Géotechnique, 1979