Effects of liquefaction-induced large lateral ground deformation on pile foundations
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-013-1763-9.pdf
Reference20 articles.
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3. DASH S R, GOVINDARAJU L, BHATTACHARYA, S. A case study of damages of the kandla port and customs office tower supported on a mat-pile foundation in liquefied soils under the 2001 Bhuj earthquake [J]. Soil Dynamics and Earthquake Engineering, 2009, 29(2): 333–346.
4. GU W H, MORGENSTERN N R, ROBERTSON P K. Post-earthquake deformation analysis of wildlife site [J]. Journal of the Geotechnical Engineering, ASCE, 1994, 120(2): 274–289.
5. MOTAMED R, TOWHATA I. Mitigation measures for pile groups behind quay walls subjected to lateral flow of liquefied soil: Shake table model tests [J]. Soil Dynamics and Earthquake Engineering, 2010, 30(10): 1043–1060.
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