Seismic performance of end-bearing piled raft with countermeasure strategy against liquefaction using centrifuge model tests-Reference-Cited by-同舟云学术

Seismic performance of end-bearing piled raft with countermeasure strategy against liquefaction using centrifuge model tests

Published:2019-08-13 Issue:11 Volume:17 Page:5929-5961
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Fallahzadeh M.,Haddad A.^ORCID,Jafarian Y.,Lee C. J.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/s10518-019-00696-z.pdf

Reference60 articles.

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2. API (American Petroleum Institute) (2000) Recommended practice for planning, designing and constructing fixed offshore platforms—Working stress design. API Recommended Practice 2A-WSD

3. Bhattacharya S, Madabhushi SPG (2008) A critical review of methods for pile design in seismically liquefiable soils. Bull Earthq Eng 6(3):407–446

4. Brennan AJ, Madabhushi SPG (2002) Effectiveness of vertical drains in mitigation of liquefaction. Soil Dyn Earthq Eng 22(9–12):1059–1065

5. Brennan AJ, Madabhushi SPG (2005) Liquefaction and drainage in stratified soil. J Geotechn Geoenviron Eng 131(7):876–885

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