Chapter
Apr 26, 2012
A Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements
Publication: GeoFlorida 2010: Advances in Analysis, Modeling & Design
Abstract
In this paper, excavation induced slope movement on the performance of drilled shafts of an office building in Taipei city is studied. Excavation is planned at four stages after a row of drilled shafts were installed before excavation. Severe slope movement occurred and extended outside the project area during excavation due to weak clay layer overlying bedrock and unpredicted local trough between soil/rock interface. Performance of drilled shafts is evaluated and compared via measured inclinometer data and available computer code PLAXIS.
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Information & Authors
Information
Published In
GeoFlorida 2010: Advances in Analysis, Modeling & Design
Pages: 1876 - 1884
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Professor, Dept. of Harbor/River Eng., Computation and Simulation Center, National Taiwan Ocean University, Keelung, Taiwan. E-mail: [email protected]
Jen-Cheng Liao
Associate Research Fellow, Taiwan Construction Research Institute.
Sheng-Der Yang
General Manager, Artech Engineering Service Inc., Taipei, Taiwan.
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