Numerical Analysis Using Elastic–Plastic Soil Model for a Single Pile in Clay Layer to Examine the Effect Surcharge Loading on the Distribution of Skin Friction-Reference-Cited by-同舟云学术

Numerical Analysis Using Elastic–Plastic Soil Model for a Single Pile in Clay Layer to Examine the Effect Surcharge Loading on the Distribution of Skin Friction

Published:2020 Issue: Volume: Page:499-506
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
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Author:

Awwad T.^ORCID,Al Kodsi S.^ORCID,Ulitsky V.,Shashkin A.,Awwad L.^ORCID

Publisher

Springer Singapore

Link

http://link.springer.com/content/pdf/10.1007/978-981-15-0450-1_52

Reference7 articles.

1. Brand EW, Luangdilok N (1975) A long-term foundation failure caused by dragdown on piles. Proceedings of the Fourth Southeast Asian Conference on Soil Engineering, Kuala Lumpur, pp 4.15–4.24

2. Terzaghi K, Peck RB (1948) Mechanics in engineering practice. Wiley, New York

3. Indraratna B, Balasubramaniam AS, Phamvan P, Wong YK (1992) Development of negative skin friction on driven piles in soft Bangkok clay. Can Geotech J 29:393–404

4. Poorooshasb HB, Alamgir M, Miura N (1996) Negative skin friction on rigid and deformable piles. Comput Geotech 18(2):109–126

5. Hanna A, Sharif A (2006) Negative skin friction on single piles in clay subjected to direct and indirect loading. Int J Geomech (ASCE)

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