2019年
Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins
Acta Geotechnica
- ,
- ,
- ,
- 巻
- 14
- 号
- 6
- 開始ページ
- 2103
- 終了ページ
- 2122
- 記述言語
- 英語
- 掲載種別
- 研究論文(学術雑誌)
- DOI
- 10.1007/s11440-019-00824-8
- 出版者・発行元
- SPRINGER HEIDELBERG
In this paper, the stability and failure mechanism of soil blocks that were reinforced by brittle shear pins and rested on a low-interface friction plane were studied by means of physical and numerical models. The humid silica sand no. 6 was employed to build the physical models of soil blocks, while the Teflon sheet was employed as the low-interface friction plane. To study the effect of stabilizing piles on slopes, the soil blocks were reinforced by brittle shear pins using pencil leads with 2 mm in diameter. Three-dimensional finite element analyses were employed to analyze the stability of this problem. The effects of numbers and patterns of shear pins on the stability and failure mechanisms of physical and numerical models were compared and discussed.
- リンク情報
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- DOI
- https://doi.org/10.1007/s11440-019-00824-8
- Web of Science
- https://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=JSTA_CEL&SrcApp=J_Gate_JST&DestLinkType=FullRecord&KeyUT=WOS:000497282200028&DestApp=WOS_CPL
- URL
- http://www.scopus.com/inward/record.url?eid=2-s2.0-85067844690&partnerID=MN8TOARS
- Scopus Citedby
- https://www.scopus.com/inward/citedby.uri?partnerID=HzOxMe3b&scp=85067844690&origin=inward
- ID情報
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- DOI : 10.1007/s11440-019-00824-8
- ISSN : 1861-1125
- eISSN : 1861-1133
- ORCIDのPut Code : 73376709
- SCOPUS ID : 85067844690
- Web of Science ID : WOS:000497282200028