Earthquake response of embankment resting on liquefiable soil with different mitigation models-Reference-Cited by-同舟云学术

Earthquake response of embankment resting on liquefiable soil with different mitigation models

Published:2022-12-28 Issue:3 Volume:116 Page:3093-3117
ISSN:0921-030X
Container-title:Natural Hazards
language:en
Short-container-title:Nat Hazards

Author:

Chakraborty Abhijit^ORCID,Sawant V. A.^ORCID

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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