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改良垃圾焚烧底渣固化疏浚淤泥性能试验研究

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基于以废治废理念,提出了用改良垃圾焚烧底渣固化疏浚淤泥的新思路,并开展了室内试验研究,测定了固化淤泥试样的含水率、无侧限抗压强度及抗剪强度指标.试验结果表明:垃圾焚烧底渣磨细粉和未研磨的原渣按1:1比例混合时,具有最优的固化性能;在最优混合比条件下,固化淤泥的无侧限抗压强度、黏聚力和内摩擦角均随龄期和改良垃圾焚烧底渣掺入比的增加而增大,含水率则相反;当改良垃圾焚烧底渣掺入比为35%时,固化淤泥28 d无侧限抗压强度达到了 58.4 kPa,含水率由67.4%降至38.0%,采用改良垃圾焚烧底渣固化疏浚淤泥是可行的.
Experimental study on the performance of solidified dredged sludge by improved municipal solid waste incineration bottom ash
Based on the concept of treating waste with waste,this paper proposes a new idea to solidify the dredged sludge with the improved municipal solid waste incineration(MSWI)bottom ash.Laboratory tests were carried out to measure the moisture content,unconfined compressive strength and shear strength parameters of solidified dredged sludge.The results show that the best solidification effect is obtained when the pulverized powder and the unground powder of the MSWI bottom ash are mixed at 1:1.Under the condition of the optimal mixture ratio,the unconfined compressive strength,cohesion and internal friction angle of the solidified dredged sludge increase with the increase of the curing times and the content of improved MSWI bottom ash,while the change trend of moisture content is on the contrary.When the content of the improved MSWI bottom ash is 35%,the unconfined compressive strength of solidified sludge after 28 curing days can reach 58.4 kPa,and the moisture content decreases from 67.4%to 38.0%,which proves the feasibility of using the improved MSWI bottom ash to solidify the dredged sludge.

dredged sludge solidificationMSWI bottom ashmoisture contentunconfined compressive strengthcohesioninternal friction angle

王瑞彩、吴腾

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河海大学港口海岸与近海工程学院,江苏南京 210098

河海大学疏浚技术教育部工程研究中心,江苏南京 210098

疏浚淤泥固化 垃圾焚烧底渣 含水率 无侧限抗压强度 黏聚力 内摩擦角

国家自然科学基金面上项目

52179061

2024

河海大学学报(自然科学版)
河海大学

河海大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.803
ISSN:1000-1980
年,卷(期):2024.52(1)
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