...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Marine Georesources & Geotechnology >One Dimensional Consolidation of Double-Layered Foundation with Multi-Level Load
【24h】

One Dimensional Consolidation of Double-Layered Foundation with Multi-Level Load

机译：多层荷载下双层地基的一维固结

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

An analytical solution for one dimensional consolidation of the double-layered foundation with vertical drainage under quasi-equal strain and a multi-level loading condition is studied in this paper. The analytical solution for one dimensional consolidation of the double-layered foundation has two solutions: one solution is the general consolidation solution for both single-surface and double drainage conditions; and another solution is a time-staged loading consolidation solution for both single and double drainage conditions. The average degree of consolidation has been calculated for each time-stage of loading. The consolidation response of a two-layered profile has been investigated. The consolidation settlement calculation of the expressway embankment foundation of Jiangsu marine clay is performed by the one dimensional consolidation of the double-layered foundation.View full textDownload full textKeywordsanalytical solution, consolidation, double-layered foundation, marine clay, multi-level loadingRelated var addthis_config = { ui_cobrand: "Taylor & Francis Online", services_compact: "citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,more", pubid: "ra-4dff56cd6bb1830b" }; Add to shortlist Link Permalink http://dx.doi.org/10.1080/10641190903170440
机译：研究了准等应变多级荷载条件下带竖向排水的双层地基一维固结的解析解。双层地基一维固结的解析解有两种解决方案：一种是单面和双排水条件下的一般固结解决方案；另一个解决方案是针对单排水和双排水条件的分阶段荷载固结解决方案。已计算出每个加载时间阶段的平均固结度。已经研究了两层轮廓的固结响应。江苏海基高速公路路堤地基的固结沉降计算是通过双层地基的一维固结来实现的。查看全文下载全文关键词解析解，固结，双层地基，海土黏土，多级荷载相关变量var addthis_config = {ui_cobrand：“泰勒和弗朗西斯在线”，servicescompact：“ citeulike，netvibes，twitter，technorati，delicious，linkedin，facebook，stumbleupon，digg，google，更多”，发布：“ ra-4dff56cd6bb1830b”}；添加到候选列表链接永久链接http://dx.doi.org/10.1080/10641190903170440

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