[1]袁军,郑敏,徐军,等.HG无机/有机复合土壤固结材料的应用研究[J].武汉工程大学学报,2010,(01):36-38.
YUAN Jun,ZHENG Min,XU Jun,et al.Study of HG inorganic/organic composite material for soil consolidation[J].Journal of Wuhan Institute of Technology,2010,(01):36-38.
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HG无机/有机复合土壤固结材料的应用研究(/HTML)
《武汉工程大学学报》[ISSN:1674-2869/CN:42-1779/TQ]
- 卷:
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- 期数:
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2010年01期
- 页码:
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36-38
- 栏目:
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化学与化学工程
- 出版日期:
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2010-01-31
文章信息/Info
- Title:
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Study of HG inorganic/organic composite material for soil consolidation
- 文章编号:
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16742869(2010)01003603
- 作者:
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袁军1; 郑敏1; 徐军1; 冯锦锋1; 候安新2
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1.武汉工程大学湖北省新型反应器与绿色化学工艺重点实验室,湖北 武汉 430074;
2.武汉大学化学与分子科学学院,湖北 武汉 430072
- Author(s):
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YUAN Jun1; ZHENG Min1; XU Jun1; FENG Jinfeng1 HOU Anxin2
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1.Hubei Key Lab of Novel Chemical Reactor and Green Chemical Technology, Wuhan Institute of Technology,
Wuhan 430074,China;2.College of chemistry and molecilar science, Wuhan university, Wuhan 430072,China
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- 关键词:
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地下淤泥质软土; 无机/有机复合土壤固结材料; 无侧限抗压强度; 抗剪强度; 抗渗透性
- Keywords:
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underground mucky soft soil; inorganic/organic composite material for soil consolidation; unconfined compressive strength; shearing strength; resistance to permeability
- 分类号:
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TU473.1
- DOI:
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- 文献标志码:
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A
- 摘要:
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作为一种新型的复合材料,HG无机/有机复合土壤固结材料能提高水泥对地下淤泥质软土的加固作用.经过试验对比,结果表明:HG与水泥复配的最佳质量比例为1.5%;添加HG后水泥土试样的无侧限抗压强度、抗剪强度和抗渗透性与未添加时相比都有明显的提高,同时添加HG能明显降低水泥浆的粘度,增加了水泥浆的输送性能.
- Abstract:
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As a new type of composite material, HG inorganicorganic soilconsolidated material can strengthen the consolidation of cement slurry to the underground mucky soft soil effectively. By comparison tests, the result shows that the optimum ratio of HG to cement is 1.5%. With the additive of HG, the properties of cement soil, such as unconfined compressive strength, shearing strength and resistance to permeability, can be enhanced obviously. Meanwhile, with the addition of HG the viscocity of cement slurry is decreased sharply, thus the cement slurry can be transferred more easy.
参考文献/References:
[1]地基处理手册编写委员会.地基处理手册[M].2版.北京:中国建筑工业出版社,2000.
[2]罗伟科.浅谈淤泥质软土地基础处理[J].中国科技博览,2009(9):11.
[3]中华人民共和国交通部.JTJ05794公路工程无机结合料稳定材料试验规程[s].北京:人民交通出版社,1994.
[4]中华人民共和国水利部.GB/T501231999土工试验方法标准[s].北京:中国计划出版社,1999.
[5]中华人民共和国交通部.JTJ0342000公路路面基层施工技术规范[s].北京:中国财经出版社,2000.
[6]肖忠明,郭俊萍,席劲松,等.Marsh筒法和净浆流动度法用于水泥与减水剂适应性测试的比较[J].水泥,2006(8):14.
备注/Memo
- 备注/Memo:
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收稿日期:20091016作者简介:袁军(1968),男,湖北洪湖人,副教授,博士.研究方向:功能高分子材料的合成及其应用.
更新日期/Last Update: