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膨润土—水泥浆结石抗压强度和孔隙比试验研究

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为研究膨润土—水泥浆液作为钻孔封孔材料的适宜性,采用水泥和膨润土按不同配合比制成浆液,分别测试浆液结石体3 d和28 d的抗压强度、浆液结石3 d时的孔隙比,分析了膨润土的掺量、龄期对浆液结石体强度的影响,以及孔隙比和强度的变化规律。结果表明:膨润土的添加会显著降低水泥浆结石体的强度,不同龄期、不同配合比下的膨润土—水泥浆结石的强度都随着膨润土掺量的增加而减小;掺入膨润土后的水泥浆早期强度相对缓慢,后期增长空间和余量相对较多;对地基强度要求不高时,可采用膨润土水泥浆封堵钻孔,能极大地利用现有材料,减少封孔的水泥用量;因掺膨润土后,浆材结石强度增长速度较纯水泥浆慢,膨润土—水泥浆用于堤防垮塌变形、边坡不稳定地段时应谨慎。
Experimental Study on the Compressive Strength and Void Ratio of Bentonite-Cement Grout
To investigate the suitability of bentonite-cement slurry as a borehole sealing material,cement and ben-tonite were mixed in various proportions to form slurries.Tests were conducted on the compressive strength of the slurry stone at 3 and 28 days,as well as its porosity ratio at 3 days.The study analyzed how the bentonite content and curing age affected the strength of the slurry stone,and the trends in porosity ratio and strength variations.The findings indicate that bentonite addition notably reduces the strength of the cement slurry stone.Strength de-creased with increasing bentonite content across various curing ages and mix ratio.The early strength of cement slurry mixed with bentonite is relatively slow,with more potential for growth and surplus in the later stage.When foundation strength is not critically required,bentonite-cement slurry can effectively seal boreholes,maximizing material efficiency and reducing cement usage for borehole sealing.However,caution is advised when using ben-tonite-cement slurry in embankment collapse and unstable slope sections due to its slower strength gain compared to pure cement slurry.

bentonitecement slurrycuring agecompressive strengthporosity ratio

曹雪琴、宋义亮、郭斌、瞿思尧

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湖北省水利水电科学研究院湖北省水利水电科技推广中心,湖北武汉 430070

湖北金浪勘察设计有限公司,湖北 武汉 430070

膨润土 水泥浆 龄期 抗压强度 孔隙比

2024

绿色科技
花木盆景杂志社

绿色科技

影响因子:0.365
ISSN:1674-9944
年,卷(期):2024.26(20)