Bored Piles With Base Preloading By Grouting - The Polish Experience

Deep Foundations Institute
Bolestaw A. Ktosihski
Organization:
Deep Foundations Institute
Pages:
6
File Size:
386 KB
Publication Date:
Jan 1, 2006

Abstract

Preloading of bored pile bases by grouting is an effective way of reducing foundation costs. The bearing performance of a pile may be considerably improved. Various techniques and devices are used. Preloading of a pile base by a special grouting installation is preferred. The grouting device consisting of a U-shaped grouting tube with sleeves and a plastic membrane, separating the tube from the pile concrete, has well proven in Polish practice. The preloading may raise the pile design loads by as much as 30%, and increase their stiffness by 50%, in suitable conditions. The preloading equalizes the deformability of piles in a foundation or a structure. Examples of the base preloading use and load tests of base grouted piles are presented.
Citation

APA: Bolestaw A. Ktosihski  (2006)  Bored Piles With Base Preloading By Grouting - The Polish Experience

MLA: Bolestaw A. Ktosihski Bored Piles With Base Preloading By Grouting - The Polish Experience. Deep Foundations Institute, 2006.

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