Casing Issues during Construction of Drilled Shafts in Glacially Overconsolidated Soils

Author:

Jeldes Isaac A.12,Brown Dan A.12

Affiliation:

1. Stantec, Lexington, KY.

2. Dan Brown and Associates PC, Sequatchie, TN.

Publisher

American Society of Civil Engineers

Reference12 articles.

1. Briaud, J. L. (1992). The Pressuremeter, CRC Press, Rotterdam.

2. Effect of Construction on Axial Capacity of Drilled Foundations in Piedmont Soils

3. Brown D. A. “Recent Advances in the Selection and Use of Drilled Shaft Foundations.” Proc. Geotechnical Engineering State of the Art and Practice Reston VA 519–548.

4. Brown, D. A., Turner, J. P., Castelli, R. J., and Loehr, E. J. (2018). Drilled shafts: Construction procedures and design methods. U.S. Department of Transportation, Federal Highway Administration.

5. Felio, G. Y., and Briaud, J. L. (1985). Conventional Parameters from Pressuremeter Test Data: Review of Existing Methods. J. L. Briaud, and J. M. E. Audibert, eds., ASTM International, West Conshohocken, PA, 265–282.

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