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Shear strength and deformation characteristics of geosynthetic soil bags stacked horizontal and inclined

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  • Authors: K. Matsushima 1 ; U. Aqil 2 ; Y. Mohri 3 ; F. Tatsuoka 4
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  • Affiliations: 1: 1Department of Geotechnical and Hydraulic Engineering, National Institute for Rural Engineering 2-1-6, Kan-nondai, Tsukuba, Ibaraki 305-8609, Japan Telephone: +81 29 838 7575, Telefax: +81 29 838 7609 E-mail: kenichim@affrc.go.jp; 2: 2Dams and Hydropower Section, Associated Consulting Engineers, ACE (Pvt) Limited 36 Civic Centre, Third Floor, M-Block Model Town Extension, Lahore, Pakistan Telephone: +92 42 520 3654, Telefax: +92 42 520 1256, E-mail: umair_aqil@hotmail.com; 3: 3Department of Geotechnical and Hydraulic Engineering, National Institute for Rural Engineering 2-1 6, Kan-nondai, Tsukuba, Ibaraki 305 8609, Japan Telephone: +81 29 838 7574, Telefax: +81 29 838 7609, E-mail: ymohri@affrc.go.jp; 4: 4Department of Civil Engineering, Tokyo University of Science 2641 Yamazaki, Noda, Chiba, 278 8510, Japan Telephone: +81 4 7122 9819, Telefax: +81 4 7123 9766, E-mail: tatsuoka@rs.noda.tus.ac.jp
  • Source: Geosynthetics International, Volume 15, Issue 2, 01 April 2008 , pages 119 –135
/content/article/10.1680/gein.2008.15.2.119
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