Engineering Properties of Expansive Soil

武汉理工大学学报-材料科学版(英文版), 2005, 20(2): 109-110.

^1, , ^2, , ^3,

1.Institute of Architecture Design and Research, Wuhan University of Technology, Wuhan 430070,China

2.Institute of Architecture Design and Research, Wuhan University of Technology, Wuhan 430070,China

3.Institute of Architecture Design and Research, Wuhan University of Technology, Wuhan 430070,China

基金项目: 湖北省自然科学基金(2000J141)

Engineering Properties of Expansive Soil

The components of expansive soil were analyzed with EDAX, and it is shown that the main contents of expansive soil in the northern Hubei have some significant effects on engineering properties of expansive soil. Furthermore, the soil modified by lime has an obvious increase of Ca2+ and an improvement of connections between granules so as to reduce the expansibility and contractility of soil. And it also has a better effect on the modified expansive soil than the one modified by pulverized fuel ash.

参考文献

[1]	Mitchell J K.Fundamentals of Soil Behavior[M].New York: John Wiley and Sons Inc,1993:131-160.
[2]	Morgenstem N R;Tchalenko J S .Microscopic Structure in Kaolin Subjected to Direct Shear[J].Geotechnique,1967,17(04):309-328.
[3]	Lamber W T .Structure of Compacted Clay[J].Journal of the soil mechanics and foundations division ASCE,1958,84:1-34.
[4]	Seed H B;Chan C K .Structure and Strength Characteristic of Compacted Clays[J].Journal of the soil mechanics and foundations division ASCE,1959,85:87-128.
[5]	卢再华,陈正汉,蒲毅彬.原状膨胀土剪切损伤演化的定量分析[J].岩石力学与工程学报,2004(09):1428-1432.
[6]	张季如,尹光辉,李明海.弱膨胀土特性及路堤填筑控制标准的探讨[J].武汉理工大学学报,2003(01):37-39.

上一张下一张

计量

下载量()
访问量()

作者相关

在本站搜索
在百度学术搜索
在万方数据库搜索
在CNKI搜索

文章评分

您的评分：
1

0%
2

0%
3

0%
4

0%
5

0%

材料期刊网

Engineering Properties of Expansive Soil

参考文献