Seismic Interactive Deformations of Pipeline Buried in Sandy Slopes Using Numerical Modeling with a Systematic Calibration Procedure-Reference-Cited by-同舟云学术

Seismic Interactive Deformations of Pipeline Buried in Sandy Slopes Using Numerical Modeling with a Systematic Calibration Procedure

Published:2024-08 Issue:3 Volume:15 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Darvishi Reza¹^ORCID,Jafarian Yaser²,Lashgari Ali³,Askari Faradjollah⁴

Affiliation:

1. Ph.D. Graduate, Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran 1953714453, Iran. ORCID: .

2. Geotechnical Researcher and Advisor, Deltares, Delft 2629 HV, Netherlands; Associate Professor, Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran 1953714453, Iran (corresponding author).

3. Marie Skłodowska-Curie Postdoctoral Researcher, Dept. of the Built Environment, Aalborg Univ., Aalborg 9220, Denmark; Research Assistant, Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran 1953714453, Iran.

4. Associate Professor, Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran 1953714453, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1567

Reference72 articles.

1. Application of UBCSAND to the LEAP centrifuge experiments

2. Boldini D. N. Losacco A. Franza and S. Miraei. 2021. “Tunnelling-induced displacements and damage on framed structures: Comparison between numerical models.” In Vol. 2 of Proc. Challenges and Innovations in Geomechanics: Proc. 16th Int. Conf. of IACMAG 148–155. Berlin: Springer.

3. Pile response in submerged lateral spreads: Common pitfalls of numerical and physical modeling techniques

4. Buried pipeline subjected to seismic landslide: A simplified analytical solution

5. Effects of layered liquefiable deposits on the seismic response of an underground structure