Effect of combined translation and torsion on undrained uplift capacity of plate anchors: Plastic limit analysis (PLA) solution-Reference-Cited by-同舟云学术

Effect of combined translation and torsion on undrained uplift capacity of plate anchors: Plastic limit analysis (PLA) solution

Published:2018-07-09 Issue:14 Volume:42 Page:1567-1591
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Nouri Hamid Reza¹^ORCID,Biscontin Giovanna²^ORCID,Aubeny Charles P.³

Affiliation:

1. Senior Geotechnical Engineer; Shannon and Wilson, Inc.; 400 North 34 Street Suite 100, PO Box 300303 Seattle WA 98103 U.S.A.

2. Department of Engineering; University Lecturer in Geotechnical Engineering, University of Cambridge; Schofield Centre, High Cross, Madingley Road Cambridge CB3 0EL U.K.

3. Civil Engineering CE/TTI, 3136 TAMU; Professor, Texas A&M University; College Station TX 77843-3136 U.S.A.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/nag.2791/fullpdf

Reference16 articles.

1. Geotechnical issues in deep and ultra deep waters;Aubeny;International Journal of Geomechanics,2001

2. Undrained capacity of plate anchors under general loading;Yang;ASCE Journal of Geotechnical and Geoenvironmental Engineering,2010

3. Drag anchor fluke-soil interaction in clays;O'Neill;Canadian Geotechnical Journal,2003

4. Murff , JD Randolph , MF Elkhatib , S Kolk , HJ Ruinen , RM Strom , PJ Thorne , CP 2005 Vertically loaded plate anchors for deepwater applications , 31 48

5. Nouri , H. 2013 Numerical methods in offshore geotechnics: applications to submarine landslides and anchor plates