Evaluation of the Inertial and Kinematic Interactions Effects on the Seismic Behavior of Single Piles Embedded in Sand Using Different Theoretical Approaches-Reference-Cited by-同舟云学术

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Evaluation of the Inertial and Kinematic Interactions Effects on the Seismic Behavior of Single Piles Embedded in Sand Using Different Theoretical Approaches

Published:2023-08-06 Issue: Volume: Page:
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Notash Navid Hasanpouri^ORCID,Dabiri Rouzbeh^ORCID,Bonab Masoud Hajialilue^ORCID,Khodadadi Larissa^ORCID,Sarand Fariba Behrouz^ORCID

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/s10706-023-02571-w.pdf

Reference58 articles.

1. American Petroleum Institute (1987) Recommended Practice for Planning, Designing, and Constructing Fixed, Offshore Platforms, API Recommended Practice 2A (RP 2A)

2. Applied Technology Council ATC-32 (1996) Improved seismic design criteria for California bridges: provisional recommendations. Redwood City, Calif

3. Arulmoli K, Muraleetharan KK, Hossain MM, Fruth LS (1992) VELACS (Verification of Liquefaction Analyses by Centrifuge Studies) Laboratory Testing Program: Soil Data Report. Washington, DC

4. Bardet JP, Huang Q, Chi SW (1993) Numerical prediction model No. 1. In: Proceedings of International Conference on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems. U.C. Davis, USA

5. Barton YO (1982) Laterally loaded model piles in sand: centrifuge tests and finite element analyses. PhD dissertation, University of Cambridge

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