首页|黄土水泥复合材料的孔隙结构演化与强度特征研究

黄土水泥复合材料的孔隙结构演化与强度特征研究

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黄土作为一种孔隙结构发育的特殊土壤,具有渗透性、湿陷性、崩解性等特性,容易引发地面裂缝、地表的不均匀沉降等问题.通过氮气吸附、硬度测试和SEM等室内试验对不同掺量水泥黄土孔隙结构和强度特征进行研究.结果表明:随着水泥掺量的逐渐增大,黄土水泥复合材料总孔容逐渐降低,水泥掺量为25%时总孔容较水泥掺量为10%时降低了 40%;黄土水泥复合材料压痕硬度和强度与水泥掺量存在明显的正相关性,通过SEM从微观角度直观分析得出黄土水泥复合材料是通过改变土体颗粒大小、形状、连接方式,胶结物填充状态等来改变原土体的物理力学性质.研究可为黄土地区注浆材料的研发提供技术参考.
Pore Structure Evolution and Strength Characteristics of Loess Cement Composites with Different Content
As a special soil with a well-developed pore structure,loess has characteristics such as permeability,collapsibility,and disintegration,which can easily lead to problems like ground fissures and uneven settlement of the surface.The pore structure and strength characteristics of loess with different dosage of cement were investigated by indoor tests such as nitrogen adsorption,hardness test and SEM.The results showed that the total pore volume of loess cement composites gradually decreased with the gradual increase of cement content,and the total pore volume decreased by 40%at 25%cement doping compared with that at 10%cement content;The indentation hardness and strength of loess cement composites have obvious positive correlation with the cement content,and the physical and mechanical properties of the original soil are changed by changing the size,shape,connection and cement filling state of the soil particles through SEM.The study can provide a technical reference for the research and development of grouting materials in loess areas.

cement-amended soilnitrogen adsorptionSEMpore structuresoil strength

宋连喜、王忠伟、李鹏飞、孙强

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国家能源集团煤焦化有限责任公司,内蒙古乌海 016000

辽宁工程技术大学矿业学院,辽宁阜新 123000

西安科技大学煤炭绿色开采地质研究院,陕西西安 710054

水泥改良土 氮气吸附 扫描电镜 孔隙结构 土体强度

国家自然科学基金

41972288

2024

粉煤灰综合利用
河北省墙体材料革新办公室 石家庄市粉煤灰综合利用和墙改办公室

粉煤灰综合利用

CSTPCD
影响因子:0.378
ISSN:1005-8249
年,卷(期):2024.38(4)