首页|工业废渣固化淤泥力学特性及微观机理研究

工业废渣固化淤泥力学特性及微观机理研究

Research on Mechanical Properties and Microscopic Mechanism of Solidified Sludge with Industrial Waste Residue

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目的 针对大宗固废难以消化、疏浚淤泥处理困难、传统水泥固化淤泥不符合新发展理念等问题,采用钢渣、石灰和脱硫石膏制备环保型复合固化剂,应用在淤泥质土固化处理领域,以达到"以废治废"的目的.方法 对固化淤泥土开展无侧限抗压强度、pH、扫描电镜等试验及其固化机理探究.结果 复合固化剂最优配比为钢渣5%、石灰9%、脱硫石膏6%,龄期28d时固化土的强度高达1.657MPa,略低于同掺量龄期的水泥固化淤泥土,但延性有显著提高.碱性环境主要由石灰提供,pH阈值约为13,当pH值约12~13时最有利于水化反应的进行.微观特性分析表明,AFt与C-S-H为固化土提供骨架结构作用,填充颗粒孔隙,使其形成更加致密的网状结构,显著提高了淤泥固化土的宏观力学特性.结论 此环保型复合固化剂可以固化淤泥土用于建筑回填和路基填土,能有效提高淤泥的资源化利用率.
Objective Since the problems such as the difficulty of digesting bulk solid waste,the difficulty of dred-ging sludge treatment,and the traditional cement solidification sludge does not conform to the new development concept,the composite curing agent friendly to the environment was prepared by using steel slags,lime and des-ulfurization gypsum,which was applied in the field of silt soil curing treatment for the purpose of"waste treat-ment".Methods Tests on unconfined compressive strength,pH,scanning electron microscopy,etc.and their curing mechanism were carried out on solidified silt.Results the optimal ratio of composite curing agent was 5%steel slag,9%lime and 6%desulfurization gypsum,and the strength of cured soil was as high as 1.657MPa at the age of 28d,slightly lower than that of cement cured silt at the same age,and its ductility was also significant-ly improved.The alkaline environment was mainly provided by lime with the threshold of pH about 13,the pH value about 12~13 was most conducive to the hydration reaction.Microscopic characterization showed that AFt and C-S-H provided a skeletal structure for the cured soil,filling the pores of the particles to form a more dense mesh structure,which improved significantly the macroscopic mechanical properties of the silt-cured soil.Con-clusion This composite curing agent friendly to the environment can cure silt soil for construction backfill and road base fill,effectively improving the resource utilization of silt.

steel slagdesulfurization gypsumsludge solidificationunconfined compressive strengthMicroscopic properties

王强、张赛全、张俊毅

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安徽理工大学土木建筑学院,安徽 淮南 232001

钢渣 脱硫石膏 淤泥固化 无侧限抗压强度 微观特性

大学生创新创业训练计划项目安徽理工大学环境友好材料与职业健康研究院研发专项基金

S202210361052ALW2020YF13

2024

安徽理工大学学报(自然科学版)
安徽理工大学

安徽理工大学学报(自然科学版)

影响因子:0.331
ISSN:1672-1098
年,卷(期):2024.44(1)
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