Discussion of “Field investigation of the axial resistance of helical piles in dense sand”-Reference-Cited by-同舟云学术

Discussion of “Field investigation of the axial resistance of helical piles in dense sand”

Published:2015-08 Issue:8 Volume:52 Page:1190-1194
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Mosquera Zorany S.Z.¹,Tsuha Cristina de H.C.¹,Schiavon José A.¹,Thorel Luc²

Affiliation:

1. Department of Geotechnical Engineering, University of São Paulo at São Carlos, Av. Trabalhador Sãocarlense, 400, São Carlos, SP - 13566-590, Brazil.

2. Earthworks and Centrifuge Laboratory, GERS Department, IFSTTAR, LUNAM Université, F-44344, Bouguenais, France.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2015-0212

Reference6 articles.

1. Field investigation of the axial resistance of helical piles in dense sand

2. Itasca Consulting Group, Inc. 2012. FLAC3D Version 5.0. Fast Lagrangian analysis of continua in three dimensions. Itasca Consulting Group, Inc., Minneapolis, Minn.

3. Mosquera, Z.S.Z. 2015. Probabilistic study of the behaviour of helical anchors based on field data and centrifuge model tests. M.Sc. thesis, Department of Geotechnics, São Carlos School of Engineering, University of São Paulo, São Carlos, Brazil. [In Portuguese.]

4. Modelling the Cone Penetration Test in sand using Cavity Expansion and Arbitrary Lagrangian Eulerian Finite Element Methods

5. Physical Modelling of Helical Pile Anchors

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