Sports Complex Supported on Rigid Inclusions in Deep Soft Clay Profile

Author:

Condon Robert B.111,Metcalfe Brian111,Werling Steven H.111

Affiliation:

1. Geopier Foundation Company, Davidson, NC.

Publisher

American Society of Civil Engineers

Reference6 articles.

1. Moser K. R. Cowell M. J. and Wissmann K. (1999). Use of Rammed Aggregate Piers in Place of Deep Foundations for Settlement and Uplift Control of Buildings and Retaining Walls. Proceedings of the Thirtieth Ohio River Valley Soils Seminar. Cincinnati OH. October 1999.

2. Wissmann K. J. and Fox N. S. (2000). Design and Analysis of Short Aggregate Piers Used to Reinforce Soil for Foundation Support. Proceedings Darmstadt Technical University Colloquium. Darmstadt Germany. March 2000.

3. Terzaghi, K., Peck, R. B., and Mesri, G. Soil Mechanics in Engineering Practice, Third Edition. New York: John Wiley & Sons, 1996.

4. Wissmann K. J. FitzPatrick B. T. White D. J. and Lien B. H. (2002). Improving Global Stability and Controlling Settlement with Geopier® Soil Reinforcing Elements. Proceedings of the 4th International Conference on Ground Improvement Techniques. Kuala Lumpur Malaysia. March 26-28.

5. Wissmann K. J. White D. J. and Lawton E. Load Test Comparisons for Rammed Aggregate Piers and Pier Groups. Presented at Geo-Denver 2007. February 2007.

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