首页|增压式真空预压固结淤泥质软土的试验研究

增压式真空预压固结淤泥质软土的试验研究

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为进一步研究增压式真空预压对软土固结效果的影响,分别进行常规真空预压、通气和注气式真空预压固结淤泥质软土的室内模型试验,对比分析了 3种处理方式后软土沉降量、含水率、抗剪强度、土颗粒形态、孔隙结构等宏微观特征差异.结果表明:相较于常规真空预压,通气和注气式真空预压土样沉降量分别增大了5.6%和12.3%;土体骨架颗粒大小更加均匀且排列密实,颗粒接触形式由点接触向面接触过渡,孔隙直径和数量也明显减小;增压式真空预压可以显著增大深部土样抗剪强度,使土体强度更加均匀,其中以注气式真空预压加固软土效果最好,土体抗剪强度增大了 11.2 kPa.研究成果有助于揭示增压式真空预压对软土固结效果的影响机制.
Experimental Study on Consolidation Characteristics of Mucky Clay Treated with Air-booster Vacuum Preloading
To investigate the impact of air-booster vacuum preloading on mucky clay consolidation,we conducted indoor model tests by employing conventional vacuum preloading,ventilated vacuum preloading,and air-injected vacuum preloading,respectively.Analyzing variations in soil settlement,water content,shear strength,soil particle morphology,and micro-pore structure revealed the following findings:in comparison to conventional vacuum pre-loading,soil settlement increased by approximately 5.6%and 12.3%with ventilated and air-injected vacuum pre-loading,respectively.Soil microstructure exhibited increased uniformity and density,transitioning from point con-tact to surface contact between particles.Additionally,both the diameter and quantity of soil pores evidently re-duced.Ventilated and air-injected vacuum preloading significantly augmented the shear strength of deep soil,resul-ting in a more uniform soil matrix.Notably,air-injected vacuum preloading consistently demonstrated superior con-solidation performance among the three methods,elevating deep soil shear strength by 11.2 kPa.

ventilated vacuum preloadingair-injected vacuum preloadingmucky clayshear strengthsoil particle morphologymicro-pore structure

张恒、黄俊光、毕俊伟

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广州市设计院集团有限公司,广州 510620

广州建筑股份有限公司,广州 510030

广州市建筑集团有限公司,广州 510030

通气式真空预压 注气式真空预压 淤泥质软土 抗剪强度 土颗粒形态 孔隙结构

国家自然科学基金广州市建筑集团有限公司科技项目广州市建筑集团有限公司科技项目

523083542022-KJ0172021-KJ006

2024

长江科学院院报
长江科学院

长江科学院院报

CSTPCD北大核心
影响因子:0.618
ISSN:1001-5485
年,卷(期):2024.41(5)