Chapter
Apr 26, 2012
The Relationship between Field Measurements and Soil Behavior inTNEC Deep Excavation
Authors: Abdolreza Osouli address: [email protected] and Youssef M. A. Hashash address: [email protected]Author Affiliations
Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Abstract
In this paper a deep excavation case history is studied to implement the findings of the numerical study. The 18-story Taipei National Enterprise Center (TNEC) building with five basement levels was constructed in 1991. The measured lateral deformations of inclinometers in the wall and 22-m further away from the wall are used to extract the constitutive model through the inverse analyses approach. The extracted constitutive model is used in predicting the other inclinometer measurements located at different distances from the wall and surface settlements behind the wall. The predicted behavior of the excavation and its agreement with measurements at the site are discussed in detail.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Case studies
- Constitutive relations
- Construction engineering
- Construction methods
- Engineering fundamentals
- Excavation
- Field tests
- Geomechanics
- Geotechnical engineering
- Mathematics
- Methodology (by type)
- Numerical analysis
- Research methods (by type)
- Soil mechanics
- Soil properties
- Structural behavior
- Structural engineering
- Structural members
- Structural systems
- Tests (by type)
- Walls
Authors
Affiliations
S.M.ASCE
Graduate Researcher, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 205 North Mathews, Urbana, IL 61801. E-mail: address: [email protected]
M.ASCE
Associate Professor, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 205 North Mathews, Urbana, IL 61801:. E-mail: address: [email protected]
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