Defects in Drilled Shaft Foundations: Identification, Imaging, and Characterization
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2005-03-01
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Abstract:This report addresses two key issues needed by the foundation engineer to assess the structural integrity of drilled shaft, or other concrete structures that contain access tubes; specifically: a) What constitutes a defect in a drilled shaft?; and, b) How to relate observed defect in a velocity tomogram to engineering strength information? This study was conducted based on the development of a three-step approach: 1) Anomaly Identification and Independent Verification - This step allows the engineer to identify and independently verify suspected “anomalies” in drilled shafts. It is concluded that both crosshole sonic logging (CSL) and gamma-gamma density logging (GDL) must be used. For velocity imaging of the shaft’s interior, three-dimensional crosshole sonic logging tomography (CSLT) is required. 2) Defect Definition – A statistical approach is presented to define a cut-off velocity to separate CSLT velocity distribution of sound concrete from the velocity distribution of anomalous concrete. The cut-off velocity is then used to volumetrically image a “defect” volume. 3) Defect Characterization – Finally, changes in velocity values in the defect volume is correlated to changes in concrete strength and a 3-D strength image is developed for integrity assessment by the engineer. The velocity-strength correlation is developed in the laboratory using cylinders with the same design mix as the shaft and allowing for maturity. Therefore, this study proposes a complete analysis and technical information to assist the foundation engineer and owner agencies in deciding to accept, remediate, or reject a given shaft or a wall structure.
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Content Notes:COTR: Khamis Haramy, FHWA-CFLHD. Advisory Panel: Scott Anderson, FHWA-FLH and Roger Surdahl FHWACFLHD. This project was funded under the Federal Lands Highway Technology Deployment Initiatives and Partnership Program (TDIPP.)
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