Liquefaction resistance of polypropylene strips reinforced sand-fly ash blend under strain-controlled cyclic triaxial test
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Link
https://link.springer.com/content/pdf/10.1007/s41062-022-00944-3.pdf
Reference96 articles.
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2. Seed HB (1987) Design problems in soil liquefaction. J Geotech Eng 113(8):827–845. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:8(827)
3. Erten D, Maher MH (1995) Cyclic undrained behavior of silty sand. Soil Dyn Earthq Eng 14(2):115–123. https://doi.org/10.1016/0267-7261(94)00035-F
4. Amini F, Qi GZ (2000) Liquefaction testing of stratified silty sands. J Geotech Geoenviron Eng 126:208–217. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:3(208)
5. Carraro JAH, Bandini P, Salgado R (2003) Liquefaction resistance of clean and non-plastic silty sands based on cone penetration resistance. J Geotech Geoenviron Eng. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:11(965)
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