Stress-dilatancy relationships of sand in the simulation of volumetric behavior during cyclic torsional shear loadings

著录项

• 来源
  《Soils and foundations》 |2014年第4期|845-858|共14页
• 作者

  Laddu Indika Nalin De Silva; Junichi Koseki; Seto Wahyudi; Takeshi Sato;

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• 作者单位

  Department of Civil Engineering, University of Moratuwa, Sri Lanka,Department of Civil Engineering, University of Tokyo, Japan;

  Institute of Industrial Science, University of Tokyo, Japan;

  Department of Civil Engineering, University of Tokyo, Japan;

  Integrated Geotechnology Institute Ltd., Japan;

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• 收录信息
• 原文格式 PDF
• 正文语种 eng
• 中图分类
• 关键词

  Stress-dilatancy relationship; Drained cyclic shear; Volumetric behavior of sand; Hollow cylindrical torsional shear test;

  机译：应力-剪胀关系;排水循环剪切;砂的体积行为;空心圆柱扭剪试验;