Influence of the Static Loading of a Raft Unconnected to a Pile on the Pile Displacements Tested in Field Conditions-Reference-Cited by-同舟云学术

Influence of the Static Loading of a Raft Unconnected to a Pile on the Pile Displacements Tested in Field Conditions

Published:2019-06-01 Issue:2 Volume:29 Page:22-30
ISSN:2450-8594
Container-title:Civil and Environmental Engineering Reports
language:en
Short-container-title:

Author:

Sedin Volodymyr¹,Bikus Kateryna¹,Kovba Vladyslav¹,Kononov Denys¹,Zahilskyi Vitalii¹

Affiliation:

1. Pridneprovsk State Academy of Civil Engineering and Architecture , Dnipro , Ukraine

Abstract

Abstract We present the results of a static pile-raft interaction test in field conditions. The pile and the raft were unconnected. The static loading on the raft affected the displacements of the pile due to the skin friction. The displacements were also observed for another pile, placed at the 3-metre distance.

Publisher

Walter de Gruyter GmbH

Subject

General Medicine

Link

https://www.sciendo.com/pdf/10.2478/ceer-2019-0013

Reference7 articles.

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2. 2. Brandl, H 2006. Cyclic preloading of piles to minimize (differential) settlements of high-rise building. – Slovak University of Technology, 1-12.

3. 3. Broms, B 1979. Negative skin friction. Sixth Asian regional conference, Singapore, vol. 2 41–75.

4. 4. Hung, T and Fu, S.Y 2016. The Influences of soil characteristics on the Negative Skin Friction on a single pile. Progress in Civil, Architectural and Hydraulic Engineering IV: Proceedings, London, 343-346.

5. 5. Mashhour, I 2016. Experimental study on negative skin friction on piles in collapsible soils due to inundation: a thesis for the degree of Doctor of Philosophy (Civil Engineering) / Ibrahim Mashhour; Concordia University. – Quebec, 171.

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