Reliability Analysis of Modern Geotechnical Codes for the Limit State Design of Sheet Pile Structures Considering Parameter Uncertainties-Reference-Cited by-同舟云学术

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Reliability Analysis of Modern Geotechnical Codes for the Limit State Design of Sheet Pile Structures Considering Parameter Uncertainties

Published:2022-03 Issue:3 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mattos Álvaro J.¹^ORCID

Affiliation:

1. Doctoral Fellow, Environmental School, Faculty of Engineering, Univ. of Antioquia, Medellín 050010, Colombia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002266

Reference70 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. Allen, T. M. 2013. “AASHTO geotechnical design specification development in the USA.” In Vol. 1 of Modern geotechnical design codes of practices, edited by P. Arnold, G. A. Fenton, M. A. Hicks, T. Schweckendiek, and B. Simpson, 243–260. Amsterdam, Netherlands: IOS Press.

3. Ang, A. H. S., and W. H. Tang. 2007. Probability concepts in engineering: Emphasis on applications in civil & environmental engineering. 2nd ed. New York: Wiley.

4. Engineering Risk Assessment with Subset Simulation

5. Barker, R. M., J. M. Duncan, K. B. Rojiani, P. S. K. Ooi, C. K. Tan, and S. G. Kim. 1991. Manuals for the design of bridge foundations. NCHRP Rep. No. 343. Washington, DC: TRB.

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