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- W2247738983 abstract "Liquefaction of saturated loose granular sand and non-plastic silty sand deposits during seismic loading is one of the most dramatic threats to the safety of structures during earthquakes. Liquefaction-induced damages to highways and structures have been observed in almost all major earthquakes. Rational liquefaction screening tools and design methods for liquefaction remediation techniques are urgently needed to identify liquefaction prone areas and mitigate liquefaction-induced losses. Among many techniques, sand deposits densified by dynamic compaction (DC) and vibro-stone column (SC) are more resistant to liquefaction, and have performed well during earthquakes. Silty sand deposits appear to perform well when improved by either technique supplemented with wick drains. This paper presents a rational procedure to determine the level of densification achievable using each technique, with or without supplemental wick drains, for liquefaction mitigation of loose sand and non-plastic silty soils. It also presents a liquefaction screening method for these soils." @default.
- W2247738983 created "2016-06-24" @default.
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- W2247738983 date "2007-06-08" @default.
- W2247738983 modified "2023-09-27" @default.
- W2247738983 title "Liquefaction and Remediation of Silty Soils" @default.
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- W2247738983 hasPublicationYear "2007" @default.
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