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高速公路高填方路基强夯补强施工及现场试验研究

温会芳

江西建材Issue(3):55-57,3.
江西建材Issue(3):55-57,3.

高速公路高填方路基强夯补强施工及现场试验研究

Study on Dynamic Consolidation Construction and Field Test of High Fill Subgrade of Expressway

温会芳1

作者信息

  • 1. 中铁十四局集团第三工程有限公司,山东 济南 250300
  • 折叠

摘要

Abstract

Based on the example of an expressway expansion project,this paper analyzes the construction technology and construction effect of dynamic compaction reinforcement for high fill subgrade of expressway.The results show that the dynamic compaction of the subgrade can re-duce the settlement amount by 38.5%and increase the soil compaction degree by 9%~23%.The calculated results of finite element method and Rayleigh wave detection method are very close to the measured results,which shows the reliability of the two test methods.

关键词

高填方路基/瑞利波波速/压实度/增压补强强夯

Key words

High fill subgrade/Rayleigh wave velocity/Compaction degree/Booster reinforcement dynamic compaction

分类

交通工程

引用本文复制引用

温会芳..高速公路高填方路基强夯补强施工及现场试验研究[J].江西建材,2024,(3):55-57,3.

江西建材

1006-2890

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