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隧道建设(中英文) ›› 2007, Vol. 27 ›› Issue (5): 34-36,40.DOI: A

• 研究与探索 • 上一篇    下一篇

CM三维复合地基研究现状及分析

赵春润,  赵新铭   

  1. 南京航空航天大学土木工程系
  • 收稿日期:2007-04-19 修回日期:2007-09-10 出版日期:2007-10-20 发布日期:2009-12-05
  • 作者简介:赵春润(1981-)|男|硕士研究生在读|从事地基处理方面的学习与研究。

Research Stateoftheart and Analysis of CM
threedimension composite foundations

 DIAO Chun-Run,  Diao-Xin-Ming   

  1. Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics
  • Received:2007-04-19 Revised:2007-09-10 Online:2007-10-20 Published:2009-12-05

摘要:

 在前人复合地基研究的基础上,进一步明确了复合地基的基本概念、分类及其基本特点,并提出了CM三维复合地基的原理、形式以及工作机理,用柔性短桩处理浅层软弱土、刚性长桩控制沉降、褥垫层调整和改善桩土应力分担比。给出了CM三维复合地基承载力和沉降的设计计算思路。

关键词:  , 复合地基CM三维复合地基桩土应力比承载力沉降

Abstract:

On basis of the results of the previous researches on composite foundations, the authors present the basic concepts, types and features of composite foundations. The authors also present the principles, forms and mechanisms of CM threedimension composite foundations. In composite foundations, Mpiles are used to strengthen the soft subsoil, Cpiles are used to control the settlement and cushions are used to modify and improve the shares of the stress taken by the piles and subsoil. The authors also provide the design and calculation procedures for the bearing capacity and settlement of CM threedimension composite foundations.

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