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水泥-工业固废协同固化淤泥耐久性能评价OA

Durability Evaluation of Cement Industrial Solid Waste Co Solidification Sludge

中文摘要英文摘要

为评价水泥-工业固废协同固化淤泥土的耐久性,采用干湿循环和冻融循环试验,揭示了外界复杂气候下水泥-工业固废协同固化土的物理力学性能.结果表明:水泥-工业固废固化淤泥土的抗压强度优于纯水泥组;水泥、固化剂Ⅰ、固化剂Ⅱ固化试样标准养护28 d后抗压强度分别为539.3、542.1、546.1 kPa,60 d龄期时抗压强度高达744.3、865.6、904.1 kPa.随着干湿循环次数增加,固化淤泥抗压强度首次干湿循环时略有提高、之后持续下降,11次干湿循环后质量损失分别为10.2%、9.7%、9.0%,强度损失分别为41.1%、39.1%、30.9%.随着冻融循环次数增加,纯水泥、固化剂Ⅰ、固化剂Ⅱ固化试样的抗压强度和质量整体上逐渐降低;冻融循环15次,抗压强度损失达到32.7%、22.0%、16.0%,质量损失分别为23.8%、16.0%、17.9%.

To evaluate the durability of cement-industrial solid waste solidified sludge,cyclic wet-dry and freeze-thaw tests were conducted to reveal the physical and mechanical properties of solidified sludge under complex exter-nal climate condition.The results showed that the compressive strength of cement-solid waste solidified sludge was better than that of pure cement group.The 28-day curing compressive strength of cement,curing agent Ⅰ and curing agent Ⅱ solidified samples were 539.3,542.1 and 546.1 kPa,respectively,while the 60-day curing compressive strength reached 744.3,865.6 and 904.1 kPa.As the number of wet-dry cycle in-creases,the compressive strength of solidified sludge slightly increases during the first wet-dry cycle and con-tinues to decrease thereafter.After 11 wet-dry cycles,the mass loss is 10.2%,9.7%and 9.0%,respectively,and the strength loss is 41.1%,39.1%and 30.9%.As the cyclic freeze-thaw number increases,the compres-sive strength and mass of solidified samples of pure cement,curing agent Ⅰ and curing agent Ⅱ gradually de-crease overall,after 15 freeze-thaw cycle,with strength loss reaching 32.7%,22.0%and 16.0%and mass loss of 23.8%,16.0%and 17.9%.

商武锋

中国铁建港航局集团有限公司 总承包分公司,广东 珠海 519000

建筑与水利

流态固化土水泥工业固废耐久性

fluidized solidified soilcementindustrial soliddurability

《天津建设科技》 2026 (2)

54-57,4

中国铁建港航局集团有限公司科研计划课题(2025-B15)

10.3969/j.issn.1008-3197.2026.02.011

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