Experimental Investigation of Grouted Helical Piers for Use in Foundation Rehabilitation

Author:

Bian Yueying12345,Hutchinson Tara C.12345,Wilson Dan12345,Laefer Debra12345,Brandenberg Scott12345

Affiliation:

1. Engineer, KPFF Consulting Engineers, Irvine, CA 92612.

2. Associate Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093 (corresponding author). E-mail: tara@ucsd.edu

3. Research Faculty, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA 95616.

4. Director of Conservation Research, School of Architecture, Landscape, and Civil Engineering, Univ. College, Dublin, Dublin, Ireland.

5. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, Los Angeles, CA 90095-1593.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference25 articles.

1. A. B. Chance Company (AB Chance). (1991). “Foundation and underpinning system.” BuyLine 1386 A. B. Chance Centralia Mo. ⟨http://www.abchance.com/⟩ (Oct. 2007).

2. New Tool for Shear Wave Velocity Measurements in Model Tests

3. ASCE. (2005). “ASCE report card for America’s infrastructure.” Rep. ASCE Reston Va. ⟨http://www.asce.org/reportcard/2005/⟩ (Oct. 2007).

4. Bian Y. (2006). “Development and testing of centrifuge tools for use in grouted helical pier-based foundation rehabilitation studies.” MS thesis Univ. of California Irvine Calif.

5. Bian Y. Hutchinson T. C. Wilson D. and Laefer D. (2006). “Grouted helical piers for use in foundation rehabilitation: Considerations for small-scale centrifuge testing.” Proc. Int. Conf. on Reuse of Foundations for Urban Sites June 14–15 BRE Garston U.K.

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