Please use this identifier to cite or link to this item: https://doi.org/10.15480/882.1881
This item is licensed with a CreativeCommons licence by-nc-nd/4.0
Publisher DOI: 10.1016/j.proeng.2017.09.277
Title: 2-phase dynamic simulation of deep sand compaction to reduce liquefaction
Language: English
Authors: Nagula, Sparsha Sinduri 
Grabe, Jürgen 
Keywords: liquefaction;2-phase;hypoplastic;saturated sand
Issue Date: 2017
Publisher: Elsevier
Source: Procedia Engineering 199 (2017): 2396-2401
Journal or Series Name: Procedia engineering 
Conference: X International Conference on Structural Dynamics, EURODYN 2017 
Abstract (english): A numerical model of a shallow foundation resting on sand is set up to simulate the liquefaction of partially saturated sand subjected to a confined transient loading. The foundation is observed to undergo large settlements due to liquefaction of sand. In order to analyze the feasibility of deep vibration compaction in liquefaction mitigation, saturated sand was subjected to compaction and later the same compacted sand with foundation was subjected to a confined transient loading. It was observed that the compaction technique reduced liquefaction drastically, suggesting that deep vibration compaction can be effectively used as a liquefaction mitigation measure.The compaction method includes densification of loose sands by means of shear deformation processes imparted by horizontal vibrations of vibrator probe at the required soil depth. A coupled hypoplastic constitutive model is used to characterize the stress-strain behavior of the saturated sand.
URI: http://tubdok.tub.tuhh.de/handle/11420/1884
DOI: 10.15480/882.1881
ISSN: 1877-7058
Institute: Geotechnik und Baubetrieb B-5 
Type: (wissenschaftlicher) Artikel
Appears in Collections:Publications (tub.dok)

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