首页|吹填淤泥土的双掺固化和配比优化试验研究

吹填淤泥土的双掺固化和配比优化试验研究

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为了研究水泥和氧化钙双掺固化改良吹填淤泥土的最优配比,该文基于正交试验开展了双掺固化土的改性分析,最后通过模糊综合评价法对各配比方案进行了量化优选.结果表明:① 同等比例掺入条件下(掺入量 1.0%~4.0%),最优含水率与掺入量呈正线性相关,而最大干密度呈负线性相关;非同等比例下,规律不甚明显,但是相对水泥来说,氧化钙的减水效果要优于水泥的效果;② 试样的无侧限抗压强度受水泥和氧化钙相对比例影响,等比例掺入时呈正相关,但总体上水泥在双掺固化土强度增长过程中起主要作用;③ 采用模糊综合评价法,综合考虑项目固化施工成本、抗压强度、击实特性等多种因素认为山东玉龙岛炼化项目吹填淤泥的最优配合比方案是采用 2.0%水泥+1.5%氧化钙双固化,此时试样的最优含水率为23.3%,最大干密度为1.68 g/cm3,无侧限抗压强度为440 kPa.
Experimental Study on Double-Mixture Solidification and Ratio Optimization of Dredger Fill Sludge
In order to study the optimal ratio of cement and calcium oxide by double-mixture solidification for improving dredger fill sludge,the soil modification results by double-mixture solidification were analyzed based on orthogonal experiments.Finally,the fuzzy comprehensive evaluation method was used to quantitatively optimize each ratio scheme.The results show that:① Under the same addition ratio(addition amount of 1.0%‒4.0%),there is a positive linear correlation between the optimal moisture content and the addition amount,and there is a negative linear correlation between the optimal moisture content and the maximum dry density.Under non-equal addition ratios,the law is not obvious.However,compared to cement,the water-reducing effect of calcium oxide is better.② The unconfined compressive strength of the sample is affected by the relative ratio of cement and calcium oxide,which is positively correlated when cement and calcium oxide are added in the same amount,but in general,cement plays a major role in the strength growth of soil by double-mixture solidification.③ By taking the fuzzy comprehensive evaluation method and considering various factors such as project solidification construction cost,compressive strength,and compaction characteristics,it is believed that the optimal ratio scheme for dredger fill sludge in Shandong Yulongdao Refining and Chemical Project is 2.0%cement +1.5%calcium oxide for double-mixture solidification.The optimal moisture content of the sample is 23.3%,and the maximum dry density is 1.68 g/cm3.The unconfined compressive strength is 440 kPa.

dredger fill sludgecementcalcium oxidedouble-mixture solidification for modificationmixture ratiofuzzy comprehensive evaluation

秦亮、陈志敏、卢永飞

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甘肃省交通规划勘察设计院股份有限公司,甘肃 兰州 730030

兰州交通大学 土木工程学院,甘肃 兰州 730070

兰州交通大学 甘肃省道路桥梁与地下工程重点实验室,甘肃 兰州 730070

吹填淤泥 水泥 氧化钙 双固化改性 配合比 模糊综合评价

国家自然科学基金资助项目

11662007

2024

中外公路
长沙理工大学

中外公路

CSTPCD
影响因子:0.626
ISSN:1671-2579
年,卷(期):2024.44(2)
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