Seismic simulation of liquefaction-induced uplift behavior of buried pipelines in shallow ground

Author:

Sharafi Hassan,Parsafar Payam

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference34 articles.

1. Abdoun TH, Ha D, O’Rourke MJ, Symans MD, O’Rourke TD, Palmer MC, Stewart HE (2009) Factors influencing the behavior of buried pipelines subjected to earthquake faulting. Soil Dyn Earthq Eng 29:415–427

2. Arulmoli K, Muraleetharan KK, Hossain MM, Fruth LS (1992) VELACS:verification of liquefaction analyses by centrifuge studies— laboratory testing program, Soil data report, Earth Technology Corporation. Also available from University of Southern California website: /http://geoinfo.usc.edu/gees/velacs/S

3. Ashford S, Boulanger RW., Donahue JL., Stewart JP. (2011) Geotechnical quick report on the Kanto Plain region during the March 2011, Off Pacific Coast of Tohoku Earthquake, Japan. Geotechnical Extreme Events Reconnaissance (GEER). Available online from:

4. Azadi M, Mir Mohammad Hosseini SM (2010a) Analysis of the effect of seismic behavior of shallow tunnels in liquefiable grounds. Tunnelling and Underground Space Technology 25(5):543–552

5. Azadi M, Mir Mohammad Hosseini SM (2010b) The uplifting behavior of shallow tunnels within the liquefiable soils under cyclic loadings. Tunn Undergr Space Technol 25:158–167

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