The effect of preloading on the liquefaction cyclic strength of mixtures of sand and silt-Reference-Cited by-同舟云学术

The effect of preloading on the liquefaction cyclic strength of mixtures of sand and silt

Published:2015-11 Issue: Volume:78 Page:189-200
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Stamatopoulos C.A.,Lopez-Caballero F.,Modaressi-Farahmand-Razavi A.

Funder

Seventh Framework Programme of the European Community, European Commission Research Executive Agency

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference37 articles.

1. European Prestandard. Eurocode 8 – design provisions of earthquake resistance of structures – Part 5: foundations, retaining structures and geotechnical aspects; 1994.

2. Ishihara. Soil behaviour in earthquake geotechnics. Oxford engineering science series; 46, 1996.

3. Soil improvement by preloading;Stamatopoulos,1985

4. Petridis P, Stamatopoulos C and Stamatopoulos A. Soil Improvement by preloading of two erratic sites. In: Proceedings of the international conference on geotechnical and geological engineering (GeoEng2000), Melbourne, Australia; 2000 (in CD-ROM)

5. Sand liquefaction in triaxial and simple shear tests;Finn;J Geotech Eng Div ASCE,1971

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