SAP联合MICP固化处理盾构废弃淤泥试验研究OA
Experimental study on solidification of shield waste sludge by SAP combined with MICP
为解决传统固化方法处理高含水率盾构废弃淤泥难以起效的问题,采用吸水树脂(SAP)联合微生物诱导碳酸钙沉淀法(MICP)固化废弃淤泥.基于室内试验,探讨SAP掺量、胶结液浓度,以及养护时间对固化效果的影响规律,揭示固化微观机理.研究结果表明:固化废弃淤泥的峰值强度、黏聚力,以及内摩擦角随SAP掺量、胶结液浓度的增加均呈现先升后降的趋势,且随养护时间的增加而增大.固化过程中产生的碳酸钙晶型以球霰石和方解石为主.研究结果验证了SAP-MICP方法固化废弃淤泥的可行性,为废弃淤泥资源化利用提供参考.
In order to solve the problem that the traditional solidification methods are difficult to treat the high-water-content shield waste sludge,the super absorbent resin(SAP)combined with microbial induced calcium carbonate precipitation(MICP)was used to solidify the waste sludge.Based on laboratory tests,the effects of SAP content,cementing solution concentration and curing time on the curing effect were investigated,and the microscopic mechanism of curing was elucidated.The results show that the peak strength,cohesion and internal friction angle of solidified waste sludge increase first and then decrease with the increase of SAP content and cementing solution concentration,and increase with the increase of curing time.The crystal forms of calcium carbonate produced in the curing process are mainly vaterite and calcite.The research results validate the feasibility of SAP-MICP method for waste sludge solidification,and provide reference for the resource utilization of waste sludge.
刁红国;卞士海;李梦琰;张振东;刘家顺
浙大城市学院 浙江省城市盾构隧道安全建造与智能养护重点实验室,浙江 杭州 310015浙江省工程勘察设计院集团有限公司,浙江 宁波 315012辽宁工程技术大学 土木工程学院,辽宁 阜新 123000辽宁工程技术大学 土木工程学院,辽宁 阜新 123000辽宁工程技术大学 土木工程学院,辽宁 阜新 123000
资源环境
废弃淤泥MICP吸水树脂三轴剪切试验固化机理
shield waste sludgeMICPsuper absorbent polymertriaxial shear testsolidification mechanism
《辽宁工程技术大学学报(自然科学版)》 2026 (3)
323-330,8
国家自然科学基金面上项目(52374091)浙江省城市盾构隧道安全建造与智能养护重点实验室开放基金(ZUCC-UST-23-06)浙大城市学院科研培育项目(J-202405)
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