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碎石土路基填料压实及渗透特性研究

陈小翔

江西建材Issue(10):52-54,3.
江西建材Issue(10):52-54,3.

碎石土路基填料压实及渗透特性研究

Study on Compaction and Permeability Characteristics of Gravel Soil Subgrade Filler

陈小翔1

作者信息

  • 1. 中基工程技术有限公司漳州分公司,福建 漳州 363005
  • 折叠

摘要

Abstract

In order to optimize the design of gravel soil,the dry density,permeability coefficient and crushing rate of gravel soil were tested un-der different conditions(water content and stone content),and the compaction and permeability characteristics of gravel soil were analyzed.The results show that the compaction dry density of gravel soil increases first and then decreases with the increase of water content.With the in-crease of stone content,the maximum compaction dry density of gravel soil increases first and then decreases,the permeability coefficient of gravel soil increases continuously,and the crushing rate of gravel soil increases.When the water content is 5%and the stone content is 60%,the broken rate of gravel soil is 22.5%and 39.3%higher than that of gravel soil with 40%and 50%stone content,respectively.The fine particles with a particle size less than 0.15mm were lost significantly after compaction.

关键词

碎石土/压实效果/渗透特性/含水率

Key words

Gravel soil/Compaction effect/Permeability characteristics/Moisture content

分类

建筑与水利

引用本文复制引用

陈小翔..碎石土路基填料压实及渗透特性研究[J].江西建材,2024,(10):52-54,3.

江西建材

1006-2890

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