首页|水泥基固化剂对余泥的固化效果研究

水泥基固化剂对余泥的固化效果研究

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地铁施工过程产生的地铁弃渣、盾构泥浆经泥砂分离、压滤形成的余泥,是工业一大固体废弃物.为实现余泥的资源化利用,研究了 2 种水泥基固化剂对不同含水率余泥的固化效果,分析了固化剂的固化机理.结果表明:Ⅰ类固化剂主要通过C-S-H凝胶与钙矾石晶体对土颗粒的胶结黏聚作用进行固化,固化余泥无侧限抗压强度较高,最高可达 15.01 MPa;Ⅱ类固化剂主要通过C-S-H凝胶以及Ca(OH)2、CaCO3 对土体结构的填充作用进行固化,固化后余泥耐水性较好.余泥固化强度随水泥含量的增大而增大;固化剂在不同含水率下存在最佳配比,在含水率为 20%时,用 10%水泥掺量的Ⅰ类固化剂经济有效;含水率为 25%~35%时,用 12%水泥掺量的Ⅰ类固化剂固化效果最好.
Study on the curing effect of cement-based curing agent on residual mud
The waste slag produced during the construction of subway and the residual mud formed by the separation and pressure filtration of shield mud are major industrial solid waste.In order to realize the resource utilization of residual mud,the curing effect of two ce-ment-based curing agents on residual soil with different moisture contents was studied and the curing mechanism of the curing agents was analyzed.The results showed that class Ⅰ cu-ring agents cured mainly through the cementation and agglomeration of soil particles by C-S-H gel and calcium alumina crystals.The unconfined compressive strength of the cured residual mud was high,up to 15.01 MPa.Class Ⅱ curing agents cured mainly through the filling effect of C-S-H gel,Ca(OH)2 and CaCO3 on the soil structure,and the water resist-ance of the cured residual mud was good.The cured strength of residual mud increases with the increase of cement content;the optimal ratio of curing agents exists under different water contents;when the water content is 20%,the class Ⅰ curing agent with 10%cement dose is economical and effective;when the water content is 25%—35%,the class Ⅰ curing agent with 12%cement dose has the best effect.

residual mudcuring agentoptimal ratiocuring mechanismunconfined com-pressive strength

孙佳诚、朱亚光、徐培蓁、乔旭、陈发滨

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青岛理工大学 土木工程学院,青岛 266525

中建八局第二建设有限公司,济南 250014

余泥 固化剂 最佳配比 固化机理 无侧限抗压强度

2024

青岛理工大学学报
青岛理工大学

青岛理工大学学报

影响因子:0.514
ISSN:1673-4602
年,卷(期):2024.45(3)