Probabilistic Model and LRFD Resistance Factors for the Tip Resistance of Drilled Shafts in Soft Sedimentary Rock Based on Axial Load Tests-Reference-Cited by-同舟云学术

Probabilistic Model and LRFD Resistance Factors for the Tip Resistance of Drilled Shafts in Soft Sedimentary Rock Based on Axial Load Tests

Published:2018-06-06 Issue: Volume: Page:
ISSN:
Container-title:Innovations in Geotechnical Engineering
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Author:

Asem Pouyan¹²³,Long James H.¹²³,Gardoni Paolo¹²³

Affiliation:

1. Doctoral Candidate of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Champaign, IL.

2. Professor Emeritus of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Champaign, IL.

3. Professor of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Champaign, IL.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481639.001

Reference78 articles.

1. Asem P. (2017). "Axial behavior of drilled shafts in soft rock." Ph.D. thesis Univ. of Illinois at Urbana-Champaign Urbana IL.

2. AASHTO. (2012). "AASHTO LRFD bridge: design specifications." American Association of State Highway and Transportation Officials.

3. Abu-Hejleh N. and Attwooll W.J. (2005). "Colorado's axial load tests on drilled shafts socketed in weak rocks: synthesis and future needs." Colorado Department of Transportation Denver CO USA Final Contact Report No. CDOT-DTD-R-2005-4.

4. Abu-Hejleh N. O'Neill M.W. Hanneman D. etal (2003). "Improvement of the geotechnical axial design methodology for Colorado's drilled shafts socketed in weak rocks." Colorado Department of Transportation Denver CO USA.

5. Ang A.H-S. and Tang W.H. (2007). Probability concepts in engineering: emphasis on applications to civil and environmental engineering John Wiley and Sons Inc. New York NY 406.

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