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Reliability analysis of soil nail internal limit states using default FHWA load and resistance models

Yuan, Jie / Lin, Peiyuan

Reliability analyses of nail pullout, nail-in-tension, and system reliability of internal limit states are presented for both permanent and temporary soil nails that are designed using default Federal Highway Administration nail load and resistance models within traditional deterministic allowable stress design (ASD) framework. The model uncertainty, correlations between soil strength parameters, between model factor, and nominal load term, and between the two internal limit states, and influence of model factor fittings are all addressed in the analyses. This study provides a general idea of the reliability that is implicitly embedded in current ASD-based soil nail internal limit state designs.

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Reliability analysis of soil nail internal limit states using default FHWA load and resistance models

Yuan, Jie / Lin, Peiyuan

Reliability analyses of nail pullout, nail-in-tension, and system reliability of internal limit states are presented for both permanent and temporary soil nails that are designed using default Federal Highway Administration nail load and resistance models within traditional deterministic allowable stress design (ASD) framework. The model uncertainty, correlations between soil strength parameters, between model factor, and nominal load term, and between the two internal limit states, and influence of model factor fittings are all addressed in the analyses. This study provides a general idea of the reliability that is implicitly embedded in current ASD-based soil nail internal limit state designs.

Reliability analysis of soil nail internal limit states using default FHWA load and resistance models

Yuan, Jie / Lin, Peiyuan

Reliability analyses of nail pullout, nail-in-tension, and system reliability of internal limit states are presented for both permanent and temporary soil nails that are designed using default Federal Highway Administration nail load and resistance models within traditional deterministic allowable stress design (ASD) framework. The model uncertainty, correlations between soil strength parameters, between model factor, and nominal load term, and between the two internal limit states, and influence of model factor fittings are all addressed in the analyses. This study provides a general idea of the reliability that is implicitly embedded in current ASD-based soil nail internal limit state designs.

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Title:

Reliability analysis of soil nail internal limit states using default FHWA load and resistance models

Contributors:

Yuan, Jie (author) / Lin, Peiyuan (author)

Published in:

Marine Georesources & Geotechnology ; 37 ; 783-800

Publication date:

2019-08-09

Size:

18 pages

ISSN:

1064-119X , 1521-0618

DOI:

https://doi.org/10.1080/1064119X.2018.1489920

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Allowable stress design (ASD) , internal limit states , reliability analysis , reliability-based design (RBD) , soil nails , system reliability

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