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风积沙动力压实特性与盐胀特性试验研究

熊颖 李昊明 南宁 苏卫卫

路基工程Issue(3):58-62,5.
路基工程Issue(3):58-62,5.DOI:10.13379/j.issn.1003-8825.202411017

风积沙动力压实特性与盐胀特性试验研究

Experimental Study on Dynamic Compaction Characteristics and Salt Heave of Aeolian Sand

熊颖 1李昊明 2南宁 2苏卫卫2

作者信息

  • 1. 越秀交通基建有限公司,广州 510623
  • 2. 中交第一公路勘察设计研究院有限公司,西安 710061
  • 折叠

摘要

Abstract

To study the dynamic compaction characteristics and salt heave characteristics of Aeolian sand in the desert area,this paper adopted the Aeolian sand samples from the Gurbantunggut Desert and the Taklimakan Desert as research objects.This paper also conducted structural component analysis,indoor heavy compaction test,indoor MTS vibration test,and salt heave test on the Aeolian sand samples.The results show that:the Cu values of Aeolian sand in both northern and southern Xinjiang are small,with a relatively uniform particle size distribution,poor gradation,a small proportion of fine and clay particles,low cohesive ability,and overall loose structure.The maximum compaction of Aeolian sand in southern and northern Xinjiang is achieved at vibration frequencies of 70 Hz and 68 Hz,and vibration forces of 15+8 kN and 10+5 kN,respectively.When the salt content of Aeolian sand samples in southern and northern Xinjiang increases,the corresponding salt heave volume also increases.In actual engineering,Aeolian sand with low salt content should be prioritized as filler.

关键词

风积沙/路基工程/填料粒径/含盐量/盐胀特性/经济性

Key words

aeolian sand/subgrade engineering/particle size of filler/salt content/salt heave characteristics/economy

分类

交通工程

引用本文复制引用

熊颖,李昊明,南宁,苏卫卫..风积沙动力压实特性与盐胀特性试验研究[J].路基工程,2026,(3):58-62,5.

基金项目

新疆生产建设兵团财政科技计划重点研发项目(2022AB019) (2022AB019)

山东秦滨高速公路建设有限公司科技研发项目(QB-2023-SG-03) (QB-2023-SG-03)

路基工程

1003-8825

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