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路堤荷载下管桩复合地基设计理论的试验研究
引用本文:谭祥韶,许永青,刘吉福. 路堤荷载下管桩复合地基设计理论的试验研究[J]. 公路, 2005, 0(8): 285-289
作者姓名:谭祥韶  许永青  刘吉福
作者单位:广东省航盛工程有限公司,广州市,510230
摘    要:介绍了管桩复合地基在某高速公路软基试验工程中的应用,并简单分析了其加固效果,进而结合已有的研究成果,提出了一套路堤下刚性桩复合地基的设计理论。通过工程实践表明,该设计理论具有在工程实践中推广运用的价值。

关 键 词:管桩复合地基  设计理论  软基处理
文章编号:0451-0712(2005)08-0285-05
修稿时间:2005-06-01

A Study on Design Theory About Composite Ground with Prestressed Pipe Piles Under Embankment
TAN Xiang-shao,XU Yong-qing,LIU Ji-fu. A Study on Design Theory About Composite Ground with Prestressed Pipe Piles Under Embankment[J]. Highway, 2005, 0(8): 285-289
Authors:TAN Xiang-shao  XU Yong-qing  LIU Ji-fu
Abstract:In this paper, the application of the composite ground is introduced in the soft ground test engineering of a certain expressway, its effect of strengthening simply analysed and in connection with some existing research results, a design theory of rigid pile composite ground under the embankment is put forward.By way of practice in the project, it shows that the design theory can be generalized.
Keywords:composite ground  design theory  treatment of soft ground
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