Post-liquefaction settlement analyses based on the volume change characteristics of undisturbed and reconstituted samples
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference12 articles.
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4. Evaluation of settlements in sand deposits following liquefaction during earthquakes;Ishihara;Soils Found., Jpn. Geotech. Soc.,1992
5. Lee, K.L., Fitton, J.A., 1968. Factors Affecting the Cyclic Loading Strength of Soil, Vibration Effects of Earthquakes on Soils and Foundations, ASTM, STP 450, pp. 71–95
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