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University of Illinois at Urbana-Champaign
Behavior of Gasketed Segmental Concrete Tunnel Lining
Abstract
dc:descriptionThe results of the analyses show that the lining deformations and moments are highly dependent on the location of the longitudinal joint with respect to the direction of the major principal stresses in the ground. Also, the results show that as the circumferential joint shear stiffness and normal load (shoving force) increase, the lining behavior becomes closer to that of the no-joint lining.
Degree
thesis:*- Name thesis:degree_name
- Ph.D.
- Level thesis:degree_level
- Dissertation
- Discipline thesis:degree_discipline
- Civil Engineering
- Grantor
- University of Illinois at Urbana-Champaign
- Year dc:date
- 2015
Author and committee
dc:creator, dc:contributor.*- Author dc:creator
-
- Shalabi, Faisal Ibrahim
- Contributors dc:contributor
-
- Cording, E.J.
Subjects
dc:subject × 1Rights
- Language dc:language
- eng
Identifiers
dc:identifier.*- Identifier
- (MiAaPQ)AAI3023193
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/83169