Influence of Degree of Shear Stress Reversal on the Liquefaction Potential of Saturated Sand
- 1 September 1975
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 15 (3) , 27-40
- https://doi.org/10.3208/sandf1972.15.3_27
Abstract
No abstract availableThis publication has 10 references indexed in Scilit:
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- Sand Liquefaction in Triaxial and Simple Shear TestsJournal of the Soil Mechanics and Foundations Division, 1971
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- The Fourth Terzaghi Lecture: Landslides During Earthquakes Due to LiquefactionJournal of the Soil Mechanics and Foundations Division, 1968
- Dynamic Strength of Anisotropically Consolidated SandJournal of the Soil Mechanics and Foundations Division, 1967
- Cyclic Stress Conditions Causing Liquefaction of SandJournal of the Soil Mechanics and Foundations Division, 1967
- Liquefaction of Saturated Sands During Cyclic LoadingJournal of the Soil Mechanics and Foundations Division, 1966