Reliability-Based Serviceability Limit State Design of Driven Piles in Glacial Deposits-Reference-Cited by-同舟云学术

Reliability-Based Serviceability Limit State Design of Driven Piles in Glacial Deposits

Published:2022-06-03 Issue:9 Volume:40 Page:4447-4471
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Jesswein Markus,Liu Jinyuan^ORCID

Funder

Government of Ontario (CA) Ministry of Transportation

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-022-02163-0.pdf

Reference72 articles.

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2. Abu-Farsakh MY, Yoon SM, Tsai C (2009) Calibration of resistance factors needed in the LRFD design of driven piles (Report FHWA-LA-09–449). Baton Rouge, LA: Louisiana Transportation Research Center

3. Abu-Farsakh MY, Yu XB, Yoon SM, Tsai C (2010) Calibration of resistance factors needed in the LRFD design of drilled shafts (Report FHWA-LA-10-470). Baton Rouge, LA: Louisiana Transportation Research Center

4. Abu-Farsakh MY, Chen QM, Haque MN (2013) Calibration of resistance factors for drilled shafts for the new FHWA design method (Report FHWA-LA-12–495). Baton Rouge, LA: Louisiana Transportation Research Center

5. Abu-Hejleh NM, Abu-Farsakh M, Suleiman MT, Tsai C (2015) Development and use of high-quality databases of deep foundation load tests. Transp Res Rec 2511:27–36. https://doi.org/10.3141/2511-04