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University of Illinois at Urbana-Champaign
Pore Pressure Response and Ground Displacements in Chicago Clay During Tunneling and Over Long Term
Abstract
dc:descriptionThe use of membrane influenced ground deformations around the tunnel mostly in the long term stage where it successfully (a) reduced dissipation rate of excavation-related excess pore pressure and thereby the rate of consolidation and (b) decreased both rate and magnitude of consolidation due to drainage into the tunnel.
Degree
thesis:*- Name thesis:degree_name
- Ph.D.
- Level thesis:degree_level
- Dissertation
- Discipline thesis:degree_discipline
- Civil and Environmental Engineering
- Grantor
- University of Illinois at Urbana-Champaign
- Year dc:date
- 2015
Author and committee
dc:creator, dc:contributor.*- Author dc:creator
-
- Srisirirojanakorn, Tanate
- Contributors dc:contributor
-
- Cording, Edward J.
Subjects
dc:subject × 1Rights
- Language dc:language
- eng
Identifiers
dc:identifier.*- Identifier
- (MiAaPQ)AAI3153433
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/83246