Earthquake response of embankment resting on liquefiable soil with different mitigation models
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology
Link
https://link.springer.com/content/pdf/10.1007/s11069-022-05799-6.pdf
Reference58 articles.
1. Adalier K, Elgamal A, Meneses J, Baez JI (2003) Stone columns as liquefaction countermeasure in non-plastic silty soils. Soil Dyn Earthq Engg 23(7):571–584. https://doi.org/10.1016/S0267-7261(03)00070-8
2. Adalier K, Elgamal AW, Martin GR (1998) Foundation liquefaction countermeasures for earth embankments. J Geotech Geoenviron Eng 124(6):500–517. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:6(500)
3. Adalier K (1996) Mitigation of Earthquake induced Liquefaction Hazards. Doctor of Philosophy thesis, Rensselaer Polytechnic Institute, Troy, New York.
4. Adalier K, Sharp MK (2004) Embankment Dam on liquefiable foundation—dynamic behavior and densification remediation. J Geotech Geoenviron Eng 130(11):1214–1224. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:11(1214)
5. Amanta AS, Dasaka SM (2019) Liquefaction countermeasures for soil supporting existing structures: a review. Geotechnics for transportation infrastructure. Springer, Singapore, pp 517–528
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