Seismic Characteristics of a Geotextile Tube-Reinforced Embankment and Shallow Foundations Laid on Liquefiable Soil

نویسندگان

چکیده

The ground in Saemangeum has a high water level and is mostly composed of silty soil sand, which makes it susceptible to liquefaction seepage effects. To investigate the seismic response geotextile tube-reinforced embankment shallow foundations laid on liquefiable soil, simple spring type shaking table apparatus was developed. variation acceleration shear stress-strain relationship were investigated, effect improvement reinforcement explored, wherein one coarse sand layer reinforced by polyester geotextile. results showed that main cause damage seepage-induced liquefaction. Excessive surface accelerations observed due lateral spreading, indicating importance analyzing potential soils not only at site area but also near embankments. Lastly, inclusion resulted slight reduction foundation settlement.

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ژورنال

عنوان ژورنال: Applied sciences

سال: 2023

ISSN: ['2076-3417']

DOI: https://doi.org/10.3390/app13020785