Osterberg Load Cell Test Results on Base Grouted Bored Piles in Bangladesh

Author:

Castelli Raymond J.12,Wilkins Ed12

Affiliation:

1. Vice President, Parsons Brinckerhoff, One Penn Plaza, New York, NY 10119

2. Geotechnical Consultant, Ed Wilkins Pty. Ltd., Melbourne, Australia

Publisher

American Society of Civil Engineers

Reference2 articles.

1. Enhancing the Performance of Large Diameter Piles by Grouting - 2;Bruce D. A.;Ground Engineering,1986

2. Castelli and Wilkins 16 Federal Highway Administration (1988). Drilled Shafts: Student Workbook Publication No. FHWA HI-88-042 Washington D.C.. LoadTest International Inc. (2001a). "Report on Drilled Pile Load Testing (Osterberg Method) Test Pile PB02 - Paksey Bridge Bangladesh (LT-2101-2) " for Major Bridge Engineering Bureau. LoadTest International Inc. (2001b). "Data Report: Test Pile PB02 - Paksey Bridge Addendum A " for Major Bridge Engineering Bureau. LoadTest International Inc. (2001c). "Report on Drilled Pile Load Testing (Osterberg Method) Test Pile B1 - Paksey Bridge Bangladesh (LT-2101-1) " for Major Bridge Engineering Bureau. LoadTest International Inc. (2001d). "Data Report: Test Pile B1 - Paksey Bridge Addendum A " for Major Bridge Engineering Bureau. Sliwinski Z. J. and Fleming W. G.K. (1984). "The Integrity and Performance of Bored Piles " Proceedings of the International Conference on Advances in Piling and Ground Treatment for Foundations Institution of Civil Engineers London Pp 211 - 223. Stocker M. (1983). "The Influence of Post-Grouting on the Load-Bearing Capacity of Bored Piles " 8 th European Conference on Soil Mechanics and Foundation Engineering Helsinki Pp 167 - 170. Teparaksa W. (1992). "Behaviour of Base-Grouted Bored Piles in Bangkok Subsoils " Proceedings of Conference on Piling: European Practice and Worldwide Trends Institution of Civil Engineers London Pp. 296 - 301.

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