Case studies used in construction to achieve specific learning outcomes: The case of the embankments constructed for the approach to Limerick Tunnel, Ireland
Citation:
Orr T.L.L. and Pantazidou M, Case studies used in construction to achieve specific learning outcomes: The case of the embankments constructed for the approach to Limerick Tunnel, Ireland, 7th International Conference on Case Histories in Geotechnical Engineering, Chicago, USA, April/May 2013, Shamsher Prakash, University of Missouri, 2013, 12Download Item:
7icchge_Orr_Pantazidou - final.pdf (Published (publisher's copy)) 576.6Kb
Abstract:
This paper gives an example of a case study written for instructional purposes, in order to support the achievement of specific learning outcomes which include (i) identifying modes of failure and (ii) selecting appropriate soil parameter types and values. Case writing was based primarily on information from a detailed publicly available article, supplemented with additional input from one author of this article. The case narrative is accompanied by annotated calculations, which follow the general design philosophy of the project. The case focuses on two of the main issues for the geotechnical design of the highway embankments close to the Limerick Tunnel, which are founded on very soft organic fine grained material. First, secondary compression, which is sizeable for this highway project, required surcharging to reduce the rate of long-term settlement. Second, the low undrained shear strength and high compressibility of the foundation material required construction of the embankments in stages, to achieve a degree of consolidation necessary for increased vertical effective stress, increased shear strength and reduced compressibility. This paper includes the case narrative, excerpts from the accompanying calculations, and comments on the instructional decisions involved in the preparation of both.
Author's Homepage:
http://people.tcd.ie/torrDescription:
PUBLISHEDThis paper gives an example of a case study written for instructional purposes, in order to support the achievement of specific learning outcomes which include (i) identifying modes of failure and (ii) selecting appropriate soil parameter types and values. Case writing was based primarily on information from a detailed publicly available article, supplemented with additional input from one author of this article. The case narrative is accompanied by annotated calculations, which follow the general design philosophy of the project. The case focuses on two of the main issues for the geotechnical design of the highway embankments close to the Limerick Tunnel, which are founded on very soft organic fine grained material. First, secondary compression, which is sizeable for this highway project, required surcharging to reduce the rate of long-term settlement. Second, the low undrained shear strength and high compressibility of the foundation material required construction of the embankments in stages, to achieve a degree of consolidation necessary for increased vertical effective stress, increased shear strength and reduced compressibility. This paper includes the case narrative, excerpts from the accompanying calculations, and comments on the instructional decisions involved in the preparation of both.
Chicago, USA
Author: ORR, TREVOR
Other Titles:
7th International Conference on Case Histories in Geotechnical EngineeringPublisher:
University of MissouriType of material:
Conference PaperAvailability:
Full text availableLicences: