COMPARATIVE STUDY ON STATIC AND DYNAMIC SLIDING BEHAVIORS OF SLOPES BASED ON SMALL AND LARGE DEFORMATION THEORIES

スポンサーリンク

概要

• 論文の詳細を見る

• A comparative study of the static and dynamic response of a slope is carried out, using the large deformation theory of the updated Lagrangian formulation and the conventional infinitesimal theory. In the static analysis, a strength reduction method proposed by one of the authors is used to evaluate the safety factor of the slope. It is found that by the large deformation theory, the safety factor is larger than that calculated by the infinitesimal theory, and this difference becomes large along with the reduction of elastic modulus. In the dynamic analysis, it is observed that the large deformation theory gives smaller sliding displacement and larger response acceleration than the infinitesimal approach. It is concluded that in many cases the large deformation approach gives more adequate solutions.

• 社団法人地盤工学会の論文
• 1998-09-15

著者

• 鵜飼 恵三

  Professor Department Of Civil Engineering Gunma University Gunma.

• 鵜飼 恵三

  Professor Ditto. Manuscript Was Received For Review On January 8 1997. Written Discussions On This P

• LI QIANG

  Graduate Student, Department of Civil Engineering, Gunma University, 1-5-1, Tenjin-cho, Kiryu City,

• Ugai K

  Gunma Univ. Jpn

• Li Qiang

  Graduate School Of Production Information And Systems Waseda University

関連論文

• 埋設管の動的地盤ばね定数に関する理論的考察
• 高田至郎著"埋設管路-地盤系の復元力特性と地震応答解析"(土木学会論文報告集第249号・1976年5月掲載)への討議〔付 回答〕
• 微小および大変形理論に基づく斜面の静的・動的破壊挙動に関する比較研究(『地盤工学会論文報告集』Vol.38,No.3 (1998年9月発行)掲載論文の概要)
• COMPARATIVE STUDY ON STATIC AND DYNAMIC SLIDING BEHAVIORS OF SLOPES BASED ON SMALL AND LARGE DEFORMATION THEORIES
• A STUDY ON THE PERMEABILITY OF SOIL-CEMENT MIXTURE
• セメント混合士のための損傷モデルに関する研究(『地盤工学会論文報告集』Vol.38,No.3 (1998年9月発行)掲載論文の概要)
• A DAMAGE MODEL FOR SOIL-CEMENT MIXTURE
• STUDY OF MECHANICAL PROPERTIES OF SOIL-CEMENT MIXTURE FOR A CUTOFF WALL
• NUMERICAL ANALYSIS OF THE STABILITY OF A SLOPE REINFORCED WITH PILES
• RIGID-PLASTIC FINITE ELEMENT METHOD FOR FRICTIONAL MATERIALS
• THREE-DIMENSIONAL STABILITY ANALYSIS OF VERTICAL COHESIVE SLOPES
• 粘性土斜面の3次元安定解析
• DEVELOPMENT OF A STRAIN MEASUREMENT SYSTEM FOR SOILS AND ITS APPLICATION TO SAND AROUND A BURIED PIPE
• 軸方向すべりを考慮した場合の地中埋設管の震動応答解析
• THREE-DIMENSIONAL LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES : A COMPARISON OF RESULTS
• A Non-Iterative Method for Calculating the Effective Capacitance of CMOS Gates with Interconnect Load Effect
• A low voltage CMOS rectifier for low power battery-less devices

もっと見る 閉じる

スポンサーリンク