Centrifuge model tests on soil reaction along a pile in a liquefiable sand layer

研究成果: Conference contribution

抄録

Dynamic centrifuge model tests were carried out to investigate lateral soil pressures acting on a pile in a liquefiable sand layer. The centrifuge model test consisted of a saturated sand model with embedded piles. Three model tests which were different in relative density of the sand layer were conducted. From the test results, we discussed the change in cyclic mobility occurring in the sand layer and the influence of cyclic mobility on the soil reaction along the pile. It was found that the continuation of cyclic mobility depends on the density of the sand layer. The effective stress recovery induced by cyclic mobility determines the soil reaction along the pile in the liquefied layer.

本文言語English
ホスト出版物のタイトルPhysical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics
ページ1029-1035
ページ数7
出版ステータスPublished - 2006 12 1
外部発表はい
イベント6th International Conference on Physical Modelling in Geotechnics, ICPMG'06 - Hong Kong, Hong Kong
継続期間: 2006 8 42006 8 6

出版物シリーズ

名前Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics
1-2

Conference

Conference6th International Conference on Physical Modelling in Geotechnics, ICPMG'06
国/地域Hong Kong
CityHong Kong
Period06/8/406/8/6

ASJC Scopus subject areas

  • 地盤工学および土木地質学

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