首页|膨润土协同水泥固化淤泥的力学特性及微观研究

膨润土协同水泥固化淤泥的力学特性及微观研究

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膨润土协同水泥固化淤泥的研究将有助于适应时代发展和实现"双碳"目标.对不同配比试件开展无侧限抗压强度试验及扫描电镜试验,探讨膨润土对淤泥的力学性能和微观特征的影响.结果表明:试件强度随膨润土掺量的增加先增大后减小,当膨润土掺量为 9%时试件抗压强度达到最大(最大抗压强度可达 2 MPa);破坏应变随膨润土掺量的增加先增加后减小(破坏应变由 1.5%至 3.9%);弹性模量随着养护龄期的增加而增大,最高提升1.7 倍;变形模量(E50)为 30~100 倍的抗压强度区间范围.此外,微观结果显示随着膨润土掺量的增加,孔隙体积明显减少、试件内部更加致密.
Research on the mechanical properties and microstructural characteristics on bentonite-cement solidified sludge
The research on bentonite-cement solidified sludge will contribute to adapt to the times and achieve the"dual carbon"goals.With this aim,unconfined compressive strength tests and scanning electron microscopy(SEM)experiments were carried out on specimens with different mix ratios to investigate the influence of bentonite on the mechanical properties and microscopic characteristics of sludge.The results indicate that the strength of the specimens initially increases and then decreases with the increase of bentonite content,and the compressive strength reaches the maximum(2 MPa)when the bentonite content is 9%.The failure strain increases first and then decreases with the addition of bentonite,ranging from 1.5%to 3.9%.The elastic modulus increases with the increase of curing age,the maximum rise is 1.7 times.Deformation modulus(E50)is within the range of 30 to 100 times compressive strength.In addition,microstructural analysis indicates that as the bentonite content increases,the pore volume decreases significantly,and the specimen becomes more compact internally.

bentonitesludgecompressive strengthfailure strainmicroscopic analysis

张效晗、冯哲源、王建平、马林建、柳伟、耿汉生

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南京理工大学

陆军工程大学爆炸冲击防灾减灾全国重点实验室

海军研究院

军委审计署第三直属审计中心

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膨润土 淤泥 抗压强度 破坏应变 微观分析

2024

防护工程
总参谋部工程兵科研三所

防护工程

影响因子:0.2
ISSN:
年,卷(期):2024.46(5)