Damage To Initially Bent Piles ? Synopsis
- Organization:
- Deep Foundations Institute
- Pages:
- 5
- File Size:
- 443 KB
- Publication Date:
- Jan 1, 2010
Abstract
A method for calculating the bending moment induced in misaligned or bent piles is described, The maximum bending moment varies with the angular rotation between the pile segments, the coefficient of horizontal subgrade reaction of the soil and the flexural rigidity of the piles. A case history involving damages to misaligned 365 x 365 mm square precast concrete piles is described.
Citation
APA: (2010) Damage To Initially Bent Piles ? Synopsis
MLA: Damage To Initially Bent Piles ? Synopsis. Deep Foundations Institute, 2010.