Use of Piezocone to Predict Maximum Stiffness of Venetian Soils-Reference-Cited by-同舟云学术

Use of Piezocone to Predict Maximum Stiffness of Venetian Soils

Published:2000-04 Issue:4 Volume:126 Page:378-382
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Simonini Paolo¹²,Cola Simonetta¹²

Affiliation:

1. Assoc. Prof., Dept. of Hydr., Maritime, and Geotech. Engrg., Univ. of Padova, Via Ognissanti 39, 35129 Padova, Italy. E-mail: simonini@ geomar.ing.unipd.it

2. Res. Fellow, Dept. of Hydr., Maritime, and Geotech. Engrg., Univ. of Padova, Via Ognissanti 39, 35129 Padova, 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%291090-0241%282000%29126%3A4%28378%29

Reference19 articles.

1. Baldi G. Bellotti R. Ghionna V. N. Jamiolkowski M. and Lo Presti D. C. F. (1989). “Modulus of sands from CPT and DMT.” Proc. 12th Int. Conf. on Soil Mech. and Found. Engrg. Balkema Rotterdam The Netherlands 1 165–170.

2. Bouckovalas G. Kalteziotis N. Sabatakakis N. and Zervogiannis C. (1989). “Shear wave velocity in a very soft clay.” Proc. 12th Int. Conf. on Soil Mech. and Found. Engrg. Balkema Rotterdam The Netherlands 1 191–194.

3. Cola S. ( 1994). “Cazatterizzazione geotecnica delle argille illitiche di Fusina ” PhD thesis University of Padova Padova Italy (in Italian).

4. Cola S. Ricceri G. and Simonini P. (1998). “Small strain stiffness of Venetian soils from in-situ and laboratory tests.” Proc. 11th Danube-Eur. Conf. on Soil Mech. and Found. Engrg. Balkema Rotterdam The Netherlands 1 679–686.

5. Hegazy Y. A. and Mayne P. W. (1995). “Statistical correlation between V s and cone penetration data for different soil types.” Proc. Int. Symp. on Penetration Testing Swedish Geotechnical Society Linköping Sweden.

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