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Chapter
Apr 26, 2012

The Relationship between Field Measurements and Soil Behavior inTNEC Deep Excavation

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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Go to Contemporary Topics in Ground Modification, Problem Soils, and
                Geo-Support
Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Pages: 169 - 176

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Published online: Apr 26, 2012

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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]
Youssef M. A. Hashash 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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