Discussion of “Statistics of model factors in reliability-based design of axially loaded driven piles in sand”-Reference-Cited by-同舟云学术

Discussion of “Statistics of model factors in reliability-based design of axially loaded driven piles in sand”

Published:2019-01 Issue:1 Volume:56 Page:144-147
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Flynn Kevin N.¹,McCabe Bryan A.²

Affiliation:

1. AGL Consulting, Sandyford, Dublin 18, Ireland.

2. College of Engineering & Informatics, National University of Ireland Galway, Ireland.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2018-0217

Reference15 articles.

1. Development and Use of High-Quality Databases of Deep Foundation Load Tests

2. Axial load transfer for piles in sand. I. Tests on an instrumented precast pile

3. Axelsson, G. 2000. Long term setup of driven piles in sand. Ph.D. thesis, Royal Institute of Technology, Stockholm, Sweden.

4. Briaud, J.L., Moore, B.H., and Mitchell, G.B. 1989a. Analysis of pile load tests at Lock and Dam 26. In Foundation engineering: Current principles and practices. American Society of Civil Engineers, Reston, Va. pp. 925–942.

5. Chen, J.R., and Kulhawy, F.H. 2010. Axial load-displacement behavior of augered cast-in place piles and pressure-injected footings. In GeoFlorida 2010: Advances in Analysis, Modeling & Design. GSP 199. American Society of Civil Engineers, Reston, Va. pp. 523–1532.

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