Influence of the Static Loading of a Raft Unconnected to a Pile on the Pile Displacements Tested in Field Conditions
More details
Hide details
Pridneprovsk State Academy of Civil Engineering and Architecture, Dnipro, Ukraine
Online publication date: 2019-10-30
Publication date: 2019-06-01
Civil and Environmental Engineering Reports 2019;29(2):22-30
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.
Aguilar, J.M and Rojas E 1990. Importantes mejoras en los dispositivos de control de pilotes. J.M. Memoria de la XVa Reunion Nacional de Mecanica de Suelos, San Luis Potosi. SMMS now SMIG, Mexico.
Brandl, H 2006. Cyclic preloading of piles to minimize (differential) settlements of high-rise building. – Slovak University of Technology, 1-12.
Broms, B 1979. Negative skin friction. Sixth Asian regional conference, Singapore, vol. 2 41–75.
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.
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.
Sedin, V and Bikus, K and Kovba, V 2017. Investigation of redistribution of pile foundation forces under successive loading of its elements. Civil and Environmental Engineering Reports, No. (27), 121-129.
Poulos, H.G and Small, J.C and Chow, H 2011. Piled Raft Foundations for Tall Buildings. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 42, No.2, 78-84.
Journals System - logo
Scroll to top