Assessment of LRFD Resistance Factors for Auger Cast-in-Place Piles in South Florida Limestone Using Conventional Design Methods and Measuring While Drilling-Reference-Cited by-同舟云学术

Assessment of LRFD Resistance Factors for Auger Cast-in-Place Piles in South Florida Limestone Using Conventional Design Methods and Measuring While Drilling

Published:2024-05-03 Issue: Volume:144 Page:403-412
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Container-title:IFCEE 2024
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Author:

Kelch Wyatt W.¹²³⁴⁵,Rodgers Michael B.¹²³⁴⁵,McVay Michael C.¹²³⁴⁵,Herrera Rodrigo A.¹²³⁴⁵,Horhota David J.¹²³⁴⁵

Affiliation:

1. Graduate Research Assistant, Engineering School of Sustainable Infrastructure & Environment, Univ. of Florida, Gainesville, FL.

2. Research Assistant Scientist, Engineering School of Sustainable Infrastructure & Environment, Univ. of Florida, Gainesville, FL.

3. Professor Emeritus, Engineering School of Sustainable Infrastructure & Environment, Univ. of Florida, Gainesville, FL.

4. Senior Geotechnical Engineer, Florida Department of Transportation, Central Office, Tallahassee, FL.

5. State Geotechnical Materials Engineer, Florida Department of Transportation, State Materials Office, Gainesville, FL.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485408.040

Reference14 articles.

1. Crapps D. K. (1986). Design construction and inspection of drilled shafts in limerock and limestone Proc. Annual Meeting of Florida Section ASCE.

2. Frizzi R. P. and Meyer M. E. (2000). “Augercast Piles: South Florida Experience ” Geotechnical Special Publication No. 100 N. D. Dennis R. Castelli and M. W. O’Neill (Eds.) ASCE August pp. 382–396.

3. Gupton C. and Logan T. (1984). “Design guidelines for drilled shafts in weak rocks of south Florida ” Proc. South Florida Annual ASCE Meeting ASCE.

4. Design of Socketed Drilled Shafts in Limestone

5. Load and Resistance Factor Design (LRFD) for Driven Piles Using Dynamic Methods—A Florida Perspective