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NAOSITE : Nagasaki University's Academic Output SITE > 060 工学部・工学研究科 > 060 紀要 > 長崎大学工学部研究報告 > 第13号 >

剛性擁壁に作用する土圧解析


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タイトル: 剛性擁壁に作用する土圧解析
その他のタイトル: A Finite Element Analysis of the Earth Pressures Acting on the Rigid Retaining Wall
著者: 伊勢田, 哲也 / 棚橋, 由彦 / 樋口, 敏昭 / 野添, 淳市
著者(別表記) : Iseda, Tetsuya / Tanabashi, Yoshihiko / Higuchi, Toshiaki / Nozoe, Junichi
発行日: 1979年 7月
出版者: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
引用: 長崎大学工学部研究報告, (13), pp.87-98; 1979
抄録: A lateral earth pressure problem on the retaining wall has been of great interest for the civil engineer since Coulomb published his wedge theory in 1776. Subsequently Rankine's plastic thoery was published in 1857. In the present century, the great difference between those classical theories and observed earth pressures has been clarified gradually by the experimental efforts of many investigators, i. e : Terzaghi (1920, 1934), Tshevotallioff et al (1953), Rowe and Perker (1965), James and Bransby (1970) and Matsuo et al (1978). So the development of a new theoretical analysis has been expected. But there are some difficulties in the theoretical analysis. The major difficulties is an expression for the mechanical model of the discontinuity of the boundary plane between the wall and the backfill. And another difficulty is an expression for the stress strain relationship of the material of backfill. From this point of view, a finite element analysis considering the discontinuity of the boundary plane and adopting anisotropic elasto-plastic model for the backfill is proposed. And the retaining wall problems (the earth pressures due to both the mode of wall movement and the backfill) are analysed. The results of the calculation are compared with the observed earth pressures reported by some investigators.
URI: http://hdl.handle.net/10069/23956
ISSN: 02860902
資料タイプ: Departmental Bulletin Paper
原稿種類: publisher
出現コレクション:第13号

引用URI : http://hdl.handle.net/10069/23956

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