Static and Dynamic Analysis of Driven Piles in Soft Rocks Considering LRFD Using a Recently Developed Electronic Database

Author:

Adhikari Pramila12345,Gebreslasie Yrgalem Z.12345,Ng Kam W.12345,Sullivan Todd A.12345,Wulff Shaun S.12345

Affiliation:

1. Ph.D. Student, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, 1000 E. University Ave., Laramie, WY 82071-2000.

2. M.S. Student, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, 1000 E. University Ave., Laramie, WY 82071-2000.

3. Assistant Professor, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, 1000 E. University Ave., Laramie, WY 82071-2000.

4. Engineering Geologist, Geology Program, Wyoming Dept. of Transportation, 5300 Bishop Blvd., Cheyenne, WY 82001.

5. Associate Professor, Dept. of Mathematics and Statistics, Univ. of Wyoming, 1000 E. University Ave., Laramie, WY 82071-2000.

Publisher

American Society of Civil Engineers

Reference13 articles.

1. American Association of State Highway and Transportation Officials. (2014). AASHTO LRFD Bridge Design Specifications Seventh Edition U.S. Customary Units Washington D.C.

2. Improvement of the Geotechnical Axial Design Methodology for Colorado's Drilled Shafts Socketed in Weak Rocks;Abu-Hejleh N. M.;Tranportation Research Record: Journal of the Transportation Research Board,2005

3. Pennsylvania Department of Transportation. (2015). Design Manual Part 4 Structures PDTPUB No. 15M April 2015 edition Harrisburg PA.

4. Gannon J. A. Masterton G. G. Wallace W. A. and Wood D. M. (1999). Piled Foundations in Weak Rock. Construction Industry Research and Information Association London UK.

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1. Resistance responses and design recommendations for driven piles in coarse-grained soil-based intermediate geomaterials;Soils and Foundations;2023-12

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