The effect of earthquake motion characteristics on potentially liquefiable pile-pinned sloping ground

Author:

Panaghi KamranORCID,Mahboubi AhmadORCID,Mahdavian Abbas

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference43 articles.

1. Arulmoli K, Muraleetharan KK, Hossain MM, Fruth LS (1992) VELACS: verification of liquefaction analyses by centrifuge studies. In: Laboratory testing program—soil data report, Research report, the earth technology corporation, Irvine, California

2. Arulmoli K, Martin GR, Gasparro MG, Shahrestani S, Buzzoni G (2004) Design of pile foundations for liquefaction-induced lateral spread displacements. In: Proceedings of geo-trans (ASCE), Los Angeles, California

3. Balakrishnan A, Kutter BL (1999) Settlement, sliding, and liquefaction remediation of layered soil. J Geotech Geoenviron Eng 125:968–978

4. Bertero VV, Popov EP, Wang TY, Vallenas J (1977) Seismic design implications of hysteretic behavior of reinforced concrete structural walls. In: Proceedings of the 6th world conference on earthquake engineering, vol 2, pp 1898–1904

5. Bommer J, Martinez-Pereira A (2000) Strong-motion parameters: definition, usefulness and predictability. In: Proceedings of the 12th world conference on earthquake engineering, Auckland. New Zealand, Paper no. 206

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