Analysis of Drilled Shaft Settlement Caused by Liquefaction-Reference-Cited by-同舟云学术

Analysis of Drilled Shaft Settlement Caused by Liquefaction

Published:2015-03-17 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2015
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Author:

Turner Benjamin,Brandenberg Scott J.,Stewart Jonathan P.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784479087.105

Reference18 articles.

1. NGA-West2 Equations for Predicting PGA, PGV, and 5% Damped PSA for Shallow Crustal Earthquakes

2. Boulanger RW and Brandenberg SJ (2004). "Neutral plane solution for liquefaction-induced down-drag on vertical piles." Proceedings Geotechnical Engineering for Transportation Projects Geotechnical Special Publication No. 126 MK Yegian and E. Kavazanjian eds. ASCE 403-410.

3. Brown D. Turner JP and Castelli R. (2010) "Drilled shafts: construction procedures and LRFD design methods." FHWA/NHI Publication 10-016 Reference Manual and Participants Guide for National Highway Inst. Course 132014 972 p.

4. Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands

5. Earthquake Engineering Research Institute (EERI) (2010). Meneses J. (ed.). `The El Mayor Cucapah Baja California earthquake April 4 2010.' EERI Reconnaissance Report 2010-02 available: http://www.eeri.org

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1. Multi-Hazard Analysis of Drilled Shaft in Liquefiable Sand Using Finite Element Method;IFCEE 2021;2021-05-06

2. Time-Rate Variation of the Shear Wave Velocity (Site Stiffness) Following Blast-Induced Liquefaction;Geo-Chicago 2016;2016-08-08