Microstructure of muddy soil treated by high temperature sintering

  • WANG Yi-qing ,
  • YI Nan-gai ,
  • CUI Chun-yi ,
  • HAO Xian-hao ,
  • ZHANG Dong
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  • Transportation Engineering College,Dalian Maritime University, Dalian 116026, China)

Received date: 2018-10-26

  Revised date: 2018-12-24

  Online published: 2018-12-24

Abstract

In order to determine the microcosmic mechanism of compressive strength change of muddy soil treated by high temperature sintering, the microstructure and chemical composition of muddy soil before and after sintering were studied by using SEM and XRD. Results show that the composition and structure elements of muddy soil are adjusted in the high temperature sintering process, which result in irreversibly change of chemical composition and microstructure of soil with the increase of heating temperature. After high temperature sintering, the mineral composition of muddy soil changes accompanied by the appearance of mixed crystals and ternary eutectic compounds, which changes the contact state, particle size and bonding form of soil particles. When the sintering temperature reaches above 700℃, the soil particles form a large volume of soil skeleton under the cementation of eutectic compounds, and the microstructure changes from honeycomb structure to block structure, and the integrity of soil structure improves, so as to enhances the compressive strength.

Cite this article

WANG Yi-qing , YI Nan-gai , CUI Chun-yi , HAO Xian-hao , ZHANG Dong . Microstructure of muddy soil treated by high temperature sintering[J]. Journal of Dalian Maritime University, 2019 , 45(2) : 101 -107 . DOI: 10.16411/j.cnki.issn1006-7736.2019.02.014

References

[1]Farulla, C.A.and M.Rosone.Microstructure and mechanical behaviour of a saturated compacted scaly clay[C]. in Eu-ropean Conference on Soil Mechanics and Geotechnical Engineering - Geotechnics of Hard Soils–Weak Rocks. 2011.
[2]Shanmugasundaram DRKV.Influence of swelling on the microstructure of expansive clays[J].Canadian Geotech-nical Journal, 2001, 38(1):175-182
[3]Kochmanová, N.and H. Tanaka. Role of Microstructure in the Mechanical Behaviour of Clay[C]. in Geoshanghai In-ternational Conference. 2010.
[4]Horpibulsuk, S.et alAnalysis of strength development in cement-stabilized silty clay from microstuctural con-siderations[J].Construction & Building Materials, 2010, 24(10):2011-2021
[5]吕志锋, 赵杰, 包凌云.大型填海造地人工岛工程土体沉降预测数值分析[J].[J].水运工程, 2018, (01):171-177
[6]谢晓华, 周永章, 张澄博, 等.珠三角饱和软土固结过程中微观孔隙结构的演化规律[J].桂林理工大学学报, 2010, 30(03):368-373
[7]李越, 孙红, 葛修润.固结条件下上海软土微观特征研究[J].河北工程大学学报自然科学版, 2018, 35(01):9-13
[8]周建, 邓以亮, 曹洋, 等.杭州饱和软土固结过程微观结构试验研究[J].中南大学学报自然科学版, 2014, 45(06):1998-2005
[9]张可能, 王彦之, 胡惠华, 等.洞庭湖砂纹淤泥质土固结过程微观结构变化[J].[J].水文地质工程地质, 2018, (1):96-102
[10]孙小刚, 高飞, 李世茂, 等.连云港厚海淤泥微观结构特性研究[J].公路交通科技应用技术版, 2018, 14(02):84-88
[11]曹永华, 闫澍旺, 赵乐军, 等.固化污泥的工程性质及微观结构特征[J].[J].岩土力学, 2006, (5):740-744
[12]李悦, 李学辉, 李战国.固化吹填泥砂混合物的力学性能与微观结构分析[J].北京工业大学学报, 2013, 39(06):881-885
[13]张丽娟, 刘仁钊.南沙港淤泥固化前后物理力学性能和微观结构变化[J].[J].水利水运工程学报, 2015, (3):31-36
[14]范杰, 李庚英.再生淤泥砖的力学性能及其影响因素分析[J].[J].新型建筑材料, 2017, (2):44-48
[15]刘云壮, 易南概, 钟林, 等.高温烧结淤泥质土水理性质试验研究[J].大连海事大学学报, 2017, 43(04):117-121
[16]张栋.大连东港地区淤泥质土高温烧结处理研究[D]. 大连:大连海事大学, 2016.
[17]徐博文.大连地区淤泥高温固结处理技术研究[D]. 大连:大连海事大学, 2016.
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