Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay-Reference-Cited by-同舟云学术

Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay

Published:2012-12 Issue:12 Volume:49 Page:1393-1407
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Qiu Gang¹,Grabe Jürgen¹

Affiliation:

1. Institute of Geotechnical Engineering and Construction Management, Hamburg University of Technology, Harburger Schlossstrasse 20, D-21079 Hamburg, Germany.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/t2012-085

Reference46 articles.

1. Acosta-Martinez, H.E., and Gourvenec, S.M. 2006. One-dimensional consolidation tests on kaolin clay. Centre for Offshore Foundation Systems, The University of Western Australia. Technical Report GEO: 06385.

2. Computational methods in Lagrangian and Eulerian hydrocodes

3. Contact in a multi-material Eulerian finite element formulation

4. Bearing capacity of plane-strain footings on layered soils

5. A natural compression law for soils (an advance on e–log p′)

Cited by 95 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. The upper-bound solution for vertical bearing capacity of the suction caisson in a three-layer soil seabed;Ocean Engineering;2024-11

2. Numerical investigation of punch-through mitigation in stiff-over-soft clays using skirted spudcan;Ocean Engineering;2024-11

3. The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines;Journal of Geotechnical and Geoenvironmental Engineering;2024-10

4. Penetration of unconventional spudcan foundations using back analyses of large deformation CPT profiles;Ocean Engineering;2024-07

5. Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand;Soils and Foundations;2024-06