Bored Piles With Base Preloading By Grouting - The Polish Experience

- 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:
(2006) Bored Piles With Base Preloading By Grouting - The Polish ExperienceMLA: Bored Piles With Base Preloading By Grouting - The Polish Experience. Deep Foundations Institute, 2006.