Unified Compression Model for Venice Lagoon Natural Silts-Reference-Cited by-同舟云学术

Unified Compression Model for Venice Lagoon Natural Silts

Published:2007-08 Issue:8 Volume:133 Page:932-942
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Biscontin Giovanna¹²³⁴,Cola Simonetta¹²³⁴,Pestana Juan M.¹²³⁴,Simonini Paolo¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136 (corresponding author). E-mail: gbiscontin@tamu.edu

2. Assistant Professor, Dept. IMAGE, Univ. of Padova, via Ognissanti, 29, 35129 Padova, Italy. E-mail: simonetta.cola@unipd.it

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, 420 Davis Hall, Berkeley CA 94720-1710. E-mail: pestana@ce.berkeley.edu

4. Professor, Dept. IMAGE, Univ. of Padova, via Ognissanti, 29, 35129 Padova, Italy. E-mail: paolo.simonini@unipd.it

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%291090-0241%282007%29133%3A8%28932%29

Reference20 articles.

1. Alessi G. (2001). “Compressibility at the high stresses for a sandy-clayey soils from Venice.” MS thesis Univ. of Padova Padova Italy (in Italian).

2. Biscontin G. Pestana J. M. Cola S. and Simonini P. (2001). “Influence of grain size on the compressibility of Venice Lagoon soils.” Proc. XV ICSMFE Vol. 1 Balkema Rotterdam The Netherlands 35–38.

3. Butterfield R. Gottardi G. Simonini P. and Cola S. (2003). “A new interpretation of the compressibility of Venetian silty-clay soils.” Proc. Int. Conf. on Foundations: Innovations Observations Design and Practice Thomas Telford London 149–159.

4. Cola S. Ricceri G. and Simonini P. (1998). “Small stiffness of Venetian soils from field and laboratory tests.” Proc. 11th Danube-European Conf. on Soil Mechanics and Geotechnical Engineering Balkema Rotterdam The Netherlands 679–686.

5. Cola S. and Simonini P. (1999). “Some remarks on the behaviour of Venetian silts.” Proc. 2nd Int. Symp. on Pre-Failure Deformation Characteristics of Geomaterials Balkema Rotterdam The Netherlands 167–174.

Cited by 17 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Evaluation of dependency of compression index on toughness limit for fine-grained soils;Neural Computing and Applications;2023-02-24

2. In-situ loading experiments reveal how the subsurface affects coastal marsh survival;Communications Earth & Environment;2022-11-03

3. Monitoring and Modeling Tidally Induced Pore-Pressure Oscillations in the Soil of St. Mark’s Square in Venice, Italy;Journal of Geotechnical and Geoenvironmental Engineering;2021-05

4. Undrained Shear Strength and Monotonic Behavior of Different Nonplastic Silts: Sand-Like or Clay-Like?;Geotechnical Testing Journal;2019-07-10

5. DETERMINATION OF THE COMPRESSION INDEX OF RECONSTITUTED CLAYS USING INTRINSIC CONCEPT AND NORMALIZED VOID RATIO;International Journal of GEOMATE;2017-11-01