Osterberg Load Cell Test Results on Base Grouted Bored Piles in Bangladesh
Author:
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
Link
http://ascelibrary.org/doi/pdf/10.1061/40713%282004%2940
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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