CONSTITUTIVE MODEL CONSIDERING SAND CRUSHING

スポンサーリンク

概要

• 論文の詳細を見る

• The behavior of sand crushing will appear when the confining pressure is up to a certain value, which results in disappearing of the positive dilatancy of sand. Adopting a new hardening parameter with the crushing stress, an elastoplastic constitutive model considering sand crushing is proposed. Comparing the conventional triaxial compression test results with the model prediction, it shows that the proposed model can reasonably describe the dilatancy of sand from positive to negative.

• 社団法人地盤工学会の論文

著者

• Yao Yang-ping

  Department Of Civil Engineering Nagoya Institute Of Technology

• Yao Yang-ping

  Department Of Civil Engineering Beihang University

• Yamamoto Haruyuki

  Graduate School Of International Development And Cooperation Hiroshima University

• Yamamoto Haruyuki

  Graduate School For International Development And Cooperation Hiroshima University

• WANG NAI-DONG

  Department of Civil Engineering, Beihang University

• Wang Nai-dong

  Department Of Civil Engineering Beihang University

関連論文

• 拡張SMP基準による変換応力と種々の地盤材料の弾塑性モデルへの適用
• 三次元応力下の不飽和土の弾塑性モデル(『地盤工学会論文報告集』Vol.40,No.3 (2000年6月発行)掲載論文の概要)
• AN ELASTO-PLASTIC MODEL FOR UNSATURATED SOIL IN THREE-DIMENSIONAL STRESSES
• 初期異方性を考慮した粘土と砂の統一的な弾塑性構成式
• 空間滑動面 (SMP) 基準に基づいたCan-clayモデルの修正(『地盤工学会論文報告集』Vol.39,No.1 (1999年2月発行)掲載論文の概要)
• THE CAM-CLAY MODELS REVISED BY THE SMP CRITERION
• CONSTITUTIVE MODEL CONSIDERING SAND CRUSHING
• FINITE ELEMENT ANALYSIS OF ENLARGED END PILES USING FRICTIONAL CONTACT

スポンサーリンク