首页> 外文期刊>Frontiers of structural and civil engine >Application of granular solid hydrodynamics to a well-graded unbound granular material undergoing triaxial tests
【24h】

Application of granular solid hydrodynamics to a well-graded unbound granular material undergoing triaxial tests

机译:颗粒固体流体动力学在经过三轴测试的高梯度未结合颗粒材料中的应用

获取原文
获取原文并翻译 | 示例
           

摘要

Unbound granular materials (UGMs) are widely used as a base or a subbase in pavement construction. They are generally well graded and exhibit a higher peak strength than that of conventional cohesionless granular materials. By using a simplified version of granular solid hydrodynamics (GSH), a set of GSH material constants is determined for a UGM material. The deviatoric stress and volumetric strain caused by triaxial compression are calculated and then compared with experimental data. The results indicate that the GSH theory is able to describe such a special type of granular materials.
机译:未结合的粒状材料(UGM)被广泛用作路面施工的基础或底层。它们通常具有良好的梯度,并且比常规的无粘性粒状材料具有更高的峰值强度。通过使用颗粒固体流体动力学(GSH)的简化版本,可以为UGM材料确定一组GSH材料常数。计算由三轴压缩引起的偏应力和体积应变,然后将其与实验数据进行比较。结果表明,GSH理论能够描述这种特殊类型的颗粒材料。

著录项

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