基于粗糙集理论的淤泥固化土强度影响因素
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Affecting factors of the solidified muddy soil strength based on rough set theory
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    摘要:

    大连某工程拟将疏浚淤泥经固化处理后用作填土资源,需要通过试验的手段,获取满足工程填筑土强度要求的最优固化剂种类及配合比。影响固化土强度的因素繁多,采用粗糙集理论就水固比、固化剂掺量、固化剂类型及外掺剂掺量对固化土强度的影响程度进行试验分析,以探究最显著的影响指标。结果表明:1)为保证固化土强度满足工程填筑土要求,应以固化剂种类以及固化剂掺量为变量开展研究,以探寻最具经济效益的固化剂配制方案。2)在实际应用中,可不加入外掺剂,以节约成本。3)在一定范围内,可适当提高水固比,以满足输送要求。

    Abstract:

    A project in Dalian intends to use dredged silt as filling resources after solidification treatment.It is necessary to obtain the optimum solidifying agent types and mix proportion to meet the strength requirements of engineering filling soil by means of experiments.There are too many factors affecting the strength of solidified soil,thus,the rough set theory is used to analyze the influences of water-solid ratio,curing agent dosage,curing agent type and external admixture on the strength so as to explore the most significant impact indicators.The results show that:1)In order to ensure that the strength of the solidified soil meets the requirements of the project fill soil,the research work should be carried out with the curing agent type and curing agent dosage as variables to explore the most economical curing agent preparation plan. 2)In practical application,no admixture can be added to save cost.3)In a certain range,the water-solid ratio can be properly increased to meet the transportation requirements.

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张凤锟,尹崧宇.基于粗糙集理论的淤泥固化土强度影响因素[J].水运工程,2019(S2):18-21.

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  • 在线发布日期: 2019-11-14
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