A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Drilled Shaft Foundation Design for Extreme Event: Sarah Mildred Long Bridge Replacement Project
The $158.5 million Sarah Mildred Long (SML) bridge replacement consists of a lift bridge located on the U.S. Route 1 Bypass between Kittery, Maine, and Portsmouth, New Hampshire. Due to commercial vessel traffic in the river, large lateral loads are expected from potential vessel impact. Taking these potential loads into consideration, 10-ft diameter drilled shafts were selected for their high capacity against both vertical and lateral loadings. This paper presents the aspects of the vertical lift piers’ drilled shaft foundation designed for extreme events.
Drilled Shaft Foundation Design for Extreme Event: Sarah Mildred Long Bridge Replacement Project
The $158.5 million Sarah Mildred Long (SML) bridge replacement consists of a lift bridge located on the U.S. Route 1 Bypass between Kittery, Maine, and Portsmouth, New Hampshire. Due to commercial vessel traffic in the river, large lateral loads are expected from potential vessel impact. Taking these potential loads into consideration, 10-ft diameter drilled shafts were selected for their high capacity against both vertical and lateral loadings. This paper presents the aspects of the vertical lift piers’ drilled shaft foundation designed for extreme events.
Drilled Shaft Foundation Design for Extreme Event: Sarah Mildred Long Bridge Replacement Project
Ramakrishna, A. M. (author) / Mankbadi, R. R. (author)
IFCEE 2018 ; 2018 ; Orlando, Florida
IFCEE 2018 ; 55-63
2018-06-06
Conference paper
Electronic Resource
English
Drilled Shaft Foundation Design for Extreme Event: Sarah Mildred Long Bridge Replacement Project
| British Library Conference Proceedings | 2018
| British Library Online Contents | 2016