首页> 外文会议> >A CONSTITUTIVE MODEL OF UNSATURATED EXPANSIVE SOILS INCORPORATING THE EFFECT OF DEGREE OF SATURATION
【24h】

A CONSTITUTIVE MODEL OF UNSATURATED EXPANSIVE SOILS INCORPORATING THE EFFECT OF DEGREE OF SATURATION

机译:考虑饱和度的非饱和膨胀土本构模型

获取原文
获取原文并翻译 | 示例

摘要

A constitutive model for unsaturated expansive soils, incorporating the influence of degree of saturation on stress-strain behavior, is presented based on the concept of "average soil skeleton stress". The LC and SI yield functions and hardening rule are also studied. Based on the physical processes and mechanism of the soil mechanics involved, the change relationship between the increase degree of saturation and the increase of volume change of the soil has been presented by the net mean stress and suction action.The constitutive model was validated by the experimental data reported in the literature.
机译:基于“平均土壤骨架应力”的概念,提出了一种非饱和膨胀土的本构模型,其中考虑了饱和度对应力-应变行为的影响。还研究了LC和SI屈服函数和硬化规律。根据所涉及的土壤力学的物理过程和机理,通过净平均应力和吸力作用表示了饱和度的增加程度与土壤体积变化的增加之间的变化关系。实验数据报道在文献中。

著录项

  • 来源
    《》|2007年|P.385-389|共5页
  • 会议地点 Nanjing(CN)
  • 作者

    Linchang Miao;

  • 作者单位

    Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, P.R. China;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 无粘附力(无凝聚性)土与地基;
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号