流态淤泥固化土力学特性及流动性研究OA
Study on mechanical properties and fluidity of solidified fluidized silt
为解决疏浚淤泥工程带来的淤泥利用率低、环境污染等问题,采用氧化镁-矿渣-聚丙烯纤维复合材料,以不同含水率和多种固化剂配比方案制备流态固化土,进行流动度测试、无侧限抗压强度试验及扫描电镜(SEM)和X射线衍射分析.结果表明:含水率与固化剂掺配比例均对固化土的流动度具有显著调控作用,含水率升高与矿渣掺量增加均有利于提升固化土的流动度.当氧化镁与矿渣掺比为10∶10、含水率为70%时,试样流动度可达188 mm.随着氧化镁掺量提高、含水率降低,固化土强度整体呈线性增长趋势,其28 d抗压强度最高可达1.34 MPa.微观分析表明,固化体系中生成的Mg(OH)2、C-S-H、C-A-H等水化产物,与聚丙烯纤维交织形成的三维网状结构协同作用,共同提升了固化土的力学强度.
To address the problems of low utilization efficiency and environmental pollution caused by dredged sludge engineering,this study adopts a mixture of magnesium oxide,slag,and polypropylene fiber to prepare flowable solidified soil.Flowability tests,unconfined compressive strength tests,scanning elec-tron microscopy(SEM),and X-ray diffraction(XRD)tests were conducted on flowable solidified soil speci-mens prepared with different moisture contents and various curing agent ratios.The results show that both wa-ter content and curing agent ratio have significant regulatory effects on the fluidity of solidified soil.Specifi-cally,increasing water content and slag content can improve the fluidity of solidified soil.When the mass ra-tio of magnesia to slag is 10∶10 and the water content is 70%,the fluidity of the sample reaches 188 mm.With the increase of magnesia content and the decrease of water content,the strength of solidified soil shows an overall linear growth trend,and its 28-day compressive strength can reach a maximum of 1.34 MPa.Microscopic analysis indicates that hydration products such as Mg(OH)2,C-S-H and C-A-H formed in the solidification system,together with the three-dimensional network structure interwoven by polypropylene fibers,exert a synergistic effect and jointly improve the mechanical strength of solidified soil.
李宇航;王强;王长柏;李亚峰
安徽理工大学 土木建筑学院,安徽 淮南 232001安徽理工大学 土木建筑学院,安徽 淮南 232001||淮南矿业(集团)有限责任公司,安徽 淮南 232000安徽理工大学 土木建筑学院,安徽 淮南 232001安徽理工大学 土木建筑学院,安徽 淮南 232001
建筑与水利
工业固废固化淤泥力学特性流动性微观分析
industrial solid wastesolidified sludgemechanical propertiesfluiditymicroscopic analysis
《河南城建学院学报》 2026 (2)
32-39,8
国家自然科学基金项目(52308335)安徽省高校科研资助项目(2023AH051170)
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