Experimental and Numerical Analysis of Soil–Pipe Interaction-Reference-Cited by-同舟云学术

Experimental and Numerical Analysis of Soil–Pipe Interaction

Published:2004-12 Issue:12 Volume:130 Page:1292-1299
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Calvetti Francesco¹,di Prisco Claudio²,Nova Roberto³

Affiliation:

1. Assistant Professor, Dept. of Structural Engineering, Milan Univ. of Technology (Politecnico), P.zza L. da Vinci 32, 20133 Milano, Italy. E-mail: francesco.calvetti@polimi.it

2. Associate Professor, Dept. of Structural Engineering, Milan Univ. of Technology (Politecnico), P.zza L. da Vinci 32, 20133 Milano, Italy. E-mail: claudio.diprisco@polimi.it

3. Professor, Dept. of Structural Engineering, Milan Univ. of Technology (Politecnico), P.zza L. da Vinci 32, 20133 Milano, Italy. E-mail: roberto.nova@polimi.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%282004%29130%3A12%281292%29

Reference17 articles.

1. Horizontally loaded vertical plate anchors in sand;Akinmusuru J. O.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1978

2. Soil restraint against horizontal motion of pipes;Audibert J. M. E.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1977

3. Beretta P. and Nosari N. (1996). Analisi sperimentale di condotte interrate in sabbie sciolte Politecnico di Milano Tesi di Laurea Italy (in Italian).

4. Brinch-Hansen J. (1961). “The ultimate resistance of rigid piles against transversal force.” Bulletin Danish Geotechnical Institute 12 Denmark.

5. A complete three-dimensional failure envelope for shallow footings on sand

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