Elastic buckling loads of partially embedded piles in cohesive soil-Reference-Cited by-同舟云学术

Elastic buckling loads of partially embedded piles in cohesive soil

Published:2019-02-01 Issue:1 Volume:4 Page:
ISSN:2364-4176
Container-title:Innovative Infrastructure Solutions
language:en
Short-container-title:Innov. Infrastruct. Solut.

Author:

Salama Magdy I.,Basha Ali M.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Link

http://link.springer.com/content/pdf/10.1007/s41062-019-0198-z.pdf

Reference11 articles.

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2. Timoshenko SP, Gere JM (1983) Theory of elastic stability. McGraw-Hill Book Company, London

3. Davission MT, Robinson KE (1965) Bending and buckling of partially embedded piles. In: 6th international conference on soil mechanics and foundation engineering 2:243–246

4. Heelis ME, Pavlović MN, West RP (2004) The analytical prediction of the buckling loads of fully and partially embedded piles. Géotechnique 54(6):363–373

5. Seval Ç, Hikmet H (2006) Buckling analysis of partially embedded pile in elastic soil using differential transform method. Struct Eng Mech 24(2):247–268

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