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A Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements
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.
A Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements
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.
A Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements
Lin, San-Shyan (author) / Liao, Jen-Cheng (author) / Yang, Sheng-Der (author)
GeoFlorida 2010 ; 2010 ; Orlando, Florida, United States
GeoFlorida 2010 ; 1876-1884
2010-02-15
Conference paper
Electronic Resource
English
A Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements
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