Compression and Creep of Venice Lagoon Sands-Reference-Cited by-同舟云学术

Compression and Creep of Venice Lagoon Sands

Published:2012-10 Issue:10 Volume:138 Page:1266-1276
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sanzeni Alex¹,Whittle Andrew J.²,Germaine John T.³,Colleselli Francesco⁴

Affiliation:

1. Research Assistant, D.I.C.A.T.A., Univ. of Brescia, via Branze 43, 25123 Brescia, Italy (corresponding author).

2. Edmund K. Turner Professor and Head, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139.

3. Senior Research Associate, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139.

4. Professor, Univ. of Brescia, 25123 Brescia, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000696

Reference27 articles.

1. ASTM. (2007). “Standard test method for particle-size analysis of soils.” D422-63 West Conshohocken PA.

2. Baker T. H. W. (1976). “Transportation preparation and storage of frozen soil samples for laboratory testing.” Soil Specimen Preparation for Laboratory Testing ASTM STP 599 . 〈http://www.nrc-cnrc.gc.ca/obj/irc/doc/pubs/nrcc15335/nrcc15335.pdf〉 (Jul. 10 2012).

3. Belloni L. and Caielli A. (1997). “Origine dei sedimenti a Malamocco.” Estratto dagli Atti dell’Istituto Veneto di Scienze Lettere ed Arti Tomo CLV (1996-1997)—Classe di Scienze Fisiche Matematiche e Naturali (in Italian).

4. Unified Compression Model for Venice Lagoon Natural Silts

5. Biscontin G. Pestana J. M. Cola S. and Simonini P. (2001). “Influence of grain size on the compressibility of Venice Lagoon soils.” Proc. 15th Int. Conf. Soil Mech. Found. Engng Vol. 1 Balkema Rotterdam Netherlands 35–38.

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