Study of Ground Treatment on Improvement of Pile Foundation Response in Liquefiable Soils
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
http://link.springer.com/article/10.1007/s10706-017-0239-3/fulltext.html
Reference17 articles.
1. Adalier K, Elgamal AW, Martin GR (1998) Foundation liquefaction countermeasures for earth embankments. J Geotechn Geoenviron Eng 124(6):500–517
2. Akin MK, Kramer SL, Topal T (2011) Empirical correlations of shear wave velocity (Vs) and penetration resistance (SPT-N) for different soils in an earthquake-prone area (Erbaa-Turkey). Eng Geol 119(1):1–17
3. Bolton Seed H, Tokimatsu K, Harder LF et al (1985) Influence of SPT procedures in soil liquefaction resistance evaluations. J Geotech Eng 111(12):1425–1445
4. Cooke HG, Mitchell JK (1999) Guide to remedial measures for liquefaction mitigation at existing highway bridge sites. Buffalo, New York
5. Finn WDL (2015) 1st Ishihara Lecture: an overview of the behavior of pile foundations in liquefiable and non-liquefiable soils during earthquake excitation. Soil Dyn Earthq Eng 68:69–77
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