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软基路段工后沉降量影响因素相对重要度分析

韩尚宇 项昀 李红

路基工程Issue(6):37-40,44,5.
路基工程Issue(6):37-40,44,5.

软基路段工后沉降量影响因素相对重要度分析

Relative Importance Analysis of the Influencing Factors of Post-construction Settlement in Soft Foundation Section

韩尚宇 1项昀 1李红2

作者信息

  • 1. 南昌航空大学土木建筑学院,南昌330063
  • 2. 南昌大学科学技术学院,南昌330029
  • 折叠

摘要

Abstract

Combined with the practical situation of highway engineering construction period, the influencing factors causing larger post-construction settlement in soft foundation section are analyzed. Based on the principle of maximum correlation coefficient between evaluation value and optimal value of sample under different constraints, an evaluation model for the relative importance of influencing factors has been established using cluster analysis, rough set theory and expert system knowledge. The results showed that among many influencing factors of post-construction settlement, the thickness of soft soil layer has the most significant influence on post-construction settlement; then followed by pre-pressing time; the depth of fill has the relatively small influence.

关键词

软基/工后沉降/影响因素/相对重要度

Key words

soft foundation/post-construction settlement/influencing factors/relative importance

分类

交通工程

引用本文复制引用

韩尚宇,项昀,李红..软基路段工后沉降量影响因素相对重要度分析[J].路基工程,2011,(6):37-40,44,5.

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