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多源固废协同制备土壤固化剂及固化机理

褚锋 吴思 吴传山 马亚 李骏

森林工程2025,Vol.41Issue(1):195-204,10.
森林工程2025,Vol.41Issue(1):195-204,10.DOI:10.7525/j.issn.1006-8023.2025.01.016

多源固废协同制备土壤固化剂及固化机理

Study on the Synergistic Preparation of Soil Curing Agent and Curing Mechanism by Multi-source Solid Waste

褚锋 1吴思 2吴传山 3马亚 4李骏4

作者信息

  • 1. 山东高速建设管理集团有限公司,济南 230000||山东高速济德公路有限公司,山东 德州 253000
  • 2. 山东高速工程检测有限公司,济南 230002
  • 3. 山东高速济德公路有限公司,山东 德州 253000
  • 4. 山东高速建设管理集团有限公司,济南 230000
  • 折叠

摘要

Abstract

In order to realize the high-value and large-scale utilization of metallurgical solid waste materials,the soil curing agent was synergistically prepared by using metallurgical solid waste materials(blast furnace slag,fly ash,calcium carbide slag and gyp-sum),and the effects of different solid waste materials on the mechanical properties of the cured soil were investigated by orthogonal ratio optimization experiments and the optimal parameter formulations were obtained.The mechanical properties(unconfined compres-sive strength,splitting strength,delayed molding)and weathering properties(water stability,freeze-thaw cycle)of the solidified soil with solid waste-based curing agent(SWC)were systematically studied and compared with PO 42.5 silicate cement(OPC).The re-sults showed that:calcium carbide slag played an important role in the curing agent system,and the appropriate gypsum dosage had a positive effect on the strength growth;the strength of cured soil increased with the increase of SWC dosage and the age of curing,and the 7 day unconfined compressive strength of the cured soil at 4%dosage was more than 1 MPa,and the splitting strength was basi-cally comparable to that of the OPC cured soil;the SWC cured soil showed a longer allowable delay in construction,and there was no trend of decreasing strength within 12 h after mixing;the water stability coefficient was more than 90%when the dosage was more than 5%,and the anti-freezing coefficient under the same dosage was increased by 3%-5%compared with that of cement,so it had good water stability and anti-freezing property;X-ray Diffraction(XRD)and Scanning Electron Microscope(SEM)analyses showed that SWC cured soils generate expansionary hydration products,calcite alumina(AFt)and hydrated calcium silicate(C-S-H),during the hydration process,and that calcite crystals played a significant role in improving the cleavage strength of cured soils and increasing the resistance to cracking and deformation.

关键词

道路工程/固化剂/力学性能/固化土/工业固废

Key words

Road engineering/mechanical property/curing agent/cured soil/industrial solid waste

分类

交通工程

引用本文复制引用

褚锋,吴思,吴传山,马亚,李骏..多源固废协同制备土壤固化剂及固化机理[J].森林工程,2025,41(1):195-204,10.

基金项目

山东省重点研发计划(重大科技创新工程2020CXGC011405). (重大科技创新工程2020CXGC011405)

森林工程

OA北大核心

1006-8023

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