Session 17 "Grout for Enhancement of Piles and Piers"

- Organization:
- Deep Foundations Institute
- Pages:
- 5
- File Size:
- 380 KB
- Publication Date:
- Feb 10, 2003
Abstract
It was a little bit exceeded. The decision was the uniform settlement is measured at each one corner and the highest one corner is the important one. And in addition there is a differential settlement of 2.1 mm allowed. So we reached about 7.8 or 7.9 mm with the highest corner and in addition 2.1 so it was a little too much. But behind there is a very difficult calculation of the authorities where all of the displacements are combined together and there are of course some more factors of safety in these settlements.
Citation
APA:
(2003) Session 17 "Grout for Enhancement of Piles and Piers"MLA: Session 17 "Grout for Enhancement of Piles and Piers". Deep Foundations Institute, 2003.