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弱固结砂土抗剪强度及微观特征试验研究

万欣宇 赵志明

路基工程Issue(4):42-48,7.
路基工程Issue(4):42-48,7.DOI:10.13379/j.issn.1003-8825.202502007

弱固结砂土抗剪强度及微观特征试验研究

Experimental Study on Shear Strength and Microstructural Characteristics of Weakly Consolidated Sandy Soil

万欣宇 1赵志明1

作者信息

  • 1. 西南交通大学地球科学与工程学院,成都 611756
  • 折叠

摘要

Abstract

The weakly consolidated sandy soil,due to its unique genesis and mechanical characteristics,exhibited significant water sensitivity and mechanical degradation in plateau environments.The preparation moisture content was a key factor influencing the mechanical properties of sandy soils in this region,particularly in terms of shear strength and microstructure.Through a series of mechanical tests and microscopic scanning analyses,this paper investigated the effects of different preparation moisture contents on remolded sandy soil from the Zanda area.The results show that preparation moisture content significantly affects the soil's shear strength,microstructure,and pore characteristics.When moisture content is below 4%,the soil exhibits higher shear strength,as matric suction between particles enhances inter-particle bonding.When the moisture content reaches the optimum value of 8%,the soil demonstrates peak shear strength and the most favorable microstructure.As the moisture content further increases to 10%or higher,the soil's shear strength drops significantly,the pore structure becomes loose,and particle contacts become unstable.

关键词

弱胶结砂土/重塑/含水率/抗剪强度/水膜效应/土体水敏性/微观结构

Key words

weakly cemented sandy soil/remolding/moisture content/shear strength/water film effect/soil water sensitivity/microstructure

分类

建筑与水利

引用本文复制引用

万欣宇,赵志明..弱固结砂土抗剪强度及微观特征试验研究[J].路基工程,2026,(4):42-48,7.

路基工程

1003-8825

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