首页 | 本学科首页   官方微博 | 高级检索  
     检索      

汕汾高速公路软基超载预压卸载控制
引用本文:林代锐,李国维,黄少杰.汕汾高速公路软基超载预压卸载控制[J].河海大学学报(自然科学版),2002,30(4):78-81.
作者姓名:林代锐  李国维  黄少杰
作者单位:1. 广东省高速公路公司,广东,广州,510100
2. 河海大学土木工程学院,江苏,南京,210098
摘    要:通过分析卸载控制方法,提出软基路堤超载预压工况应使用工后沉降法控制卸载,参照国外相关资料提出了考虑侧向变形影响的工后沉降估算方法,根据实测资料建立了预测沉降的BP神经网络模型,通过实例说明了提出的超载卸载控制方法的可靠性。

关 键 词:高速公路  软基  超载预压  卸载  控制
文章编号:1000-1980(2002)04-0078-04
修稿时间:2002年2月25日

Unloading control of overload pre-consolidation for soft soil foundation of Shanfen Express Highway
LIN Dai-rui ,LI Guo-wei ,HUANG Shao-jie.Unloading control of overload pre-consolidation for soft soil foundation of Shanfen Express Highway[J].Journal of Hohai University (Natural Sciences ),2002,30(4):78-81.
Authors:LIN Dai-rui  LI Guo-wei  HUANG Shao-jie
Institution:LIN Dai-rui 1,LI Guo-wei 2,HUANG Shao-jie 1
Abstract:Based on the analysis of unloading control methods, it is suggested that the post-completion settlement method should be applied to unloading control in overload pre-consolidation of embankments with soft soil foundations. A method for estimating post-completion settlement, considering the impact of lateral deformation, is provided, with reference to foreign literature. A BP neural network model for settlement predication is established on the basis of observed data. The reliability of the unloading control method presented is verified by an engineering example.
Keywords:overload pre-consolidation  unloading  post-completion settlement  lateral deformation  neural network  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《河海大学学报(自然科学版)》浏览原始摘要信息
点击此处可从《河海大学学报(自然科学版)》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号