• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Geotextiles and Geomembranes >Efficiency of cellular geosynthetics for foundation reinforcement
【24h】

Efficiency of cellular geosynthetics for foundation reinforcement

机译：蜂窝土工合成材料对基础加固的效率

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

A numerical simulation of geocell-reinforced foundation beds is reported. The three-dimensional geo-cells and soil are simulated separately using FLAC(3D) Finite Difference software. A single geo-cellreinforced soil is modeled and the results compared with those from a laboratory test in the literature. The model is extended to geocell foundation beds. The placement conditions in which the geocell layers have the highest efficiency (highest bearing capacity with the lowest cost) are determined. Also, a comparison is made between the performance of cellular geosynthetic reinforcement and a planar form with the same mass of used material (as two reinforcing systems with similar materials but different behavior mechanisms) to identify the system with the greatest efficiency. The analyses are performed for both sandy and clay beds and their results are compared. (C) 2016 Elsevier Ltd. All rights reserved.
机译：报道了土工格室加筋基础床的数值模拟。使用FLAC（3D）有限差分软件分别模拟了三维地理单元和土壤。对单个土工纤维增强土壤进行建模，并将结果与​​文献中的实验室测试结果进行比较。该模型已扩展到Geocell基础床。确定了土工格室层具有最高效率（最高承载能力和最低成本）的放置条件。同样，在蜂窝土工合成材料增强材料和具有相同使用材料质量的平面形式（作为两个具有相似材料但行为机制不同的增强材料系统）之间的性能之间进行比较，以最有效地识别系统。对沙床和黏土床都进行了分析，并比较了其结果。 （C）2016 Elsevier Ltd.保留所有权利。

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