Evaluation of Liquefaction Resistance of Clean Sands Based On High-Quality Undisturbed Samples
- 1 March 1989
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 29 (1) , 93-104
- https://doi.org/10.3208/sandf1972.29.93
Abstract
No abstract availableThis publication has 9 references indexed in Scilit:
- Large-Scale Cyclic Shear Bin to Evaluate Methods for Mitigating Liquefaction HazardSoils and Foundations, 1986
- Effects of Sample Disturbance on Dynamic Properties of SandSoils and Foundations, 1986
- Soil Liquefaction Evaluations by Elastic Shear ModuliSoils and Foundations, 1986
- Overburden Correction Factors for SPT in SandJournal of Geotechnical Engineering, 1986
- Influence of SPT Procedures in Soil Liquefaction Resistance EvaluationsJournal of Geotechnical Engineering, 1985
- Undrained Cyclic Shear Strength of a Dense Niigata SandSoils and Foundations, 1984
- Empirical Correlation of Soil Liquefaction Based on SPT N-Value and Fines ContentSoils and Foundations, 1983
- Evaluation of Liquefaction Potential Using Field Performance DataJournal of Geotechnical Engineering, 1983
- Sand Liquefaction in Large-Scale Simple Shear TestsJournal of the Geotechnical Engineering Division, 1976