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Received: 2006-03-20

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Journal of Zhejiang University SCIENCE A 2007 Vol.8 No.2 P.270~274

10.1631/jzus.2007.A0270


The stability analysis of expansive slope in Jing-Yi Expressway


Author(s):  ZUO Chang-qun, CHEN Jian-ping

Affiliation(s):  Engineering Faculty, China University of Geosciences, Wuhan 430074, China

Corresponding email(s):   helenzz@126.com

Key Words:  Expansive soil, Stability analyses, Slices Method, Weathered layer


ZUO Chang-qun, CHEN Jian-ping. The stability analysis of expansive slope in Jing-Yi Expressway[J]. Journal of Zhejiang University Science A, 2007, 8(2): 270~274.

@article{title="The stability analysis of expansive slope in Jing-Yi Expressway",
author="ZUO Chang-qun, CHEN Jian-ping",
journal="Journal of Zhejiang University Science A",
volume="8",
number="2",
pages="270~274",
year="2007",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2007.A0270"
}

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%T The stability analysis of expansive slope in Jing-Yi Expressway
%A ZUO Chang-qun
%A CHEN Jian-ping
%J Journal of Zhejiang University SCIENCE A
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%@ 1673-565X
%D 2007
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2007.A0270

TY - JOUR
T1 - The stability analysis of expansive slope in Jing-Yi Expressway
A1 - ZUO Chang-qun
A1 - CHEN Jian-ping
J0 - Journal of Zhejiang University Science A
VL - 8
IS - 2
SP - 270
EP - 274
%@ 1673-565X
Y1 - 2007
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2007.A0270


Abstract: 
This paper firstly introduces the distribution of weathered layers, and then presents the relationship between water content and expansive force and the working model of expansive forces in expansive soil slopes. Taking the expansive soil slope of Jing-Yi Expressway as example and applying the slices Method, this paper puts forward the stability calculation method considering the effect of expansive forces, and also proposes the treatments.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1] Chen, W.W., 2004. Test and treatment of expansive soil in Jingmen-Yichang Expressway. Journal of Highway and Transportation Research and Development, 2(1):5-8 (in Chinese).

[2] Chen, Z.Y., Zhou, J.X., Wang, H.J., 2001. Soil Mechanics. Tsinghua University Press, Beijing, p.246-252 (in Chinese).

[3] Kong, L.W., Tan, L.R., 2000. Study on Shear Strength and Swelling-shrinkage Characteristic of Compacted Expansive Soil. In: Rahardjo, H., Toll, D.G., Leong, E.C. (Eds.), Unsaturated Soil for Asia, Rotterdam, Balkema, p.515-519.

[4] Liao, S.W., 2003. Expansive Soil and Railway Engineering. China Railway Publishing House, Beijing, p.58-72 (in Chinese).

[5] Ling, T., 1995. Soil Mechanics. China University of Geosciences Press, Wuhan, p.180-228 (in Chinese).

[6] Liu, T.H., 1997. The Expansive Soil Problems in the Engineering Construction. China Architecture and Building Press, Beijing, p.30-64 (in Chinese).

[7] Xiao, S.G., 2001. Stability analysis of expansive clay slope. Rock and Soil Mechanics, 22(2):152-153 (in Chinese).

[8] Zhang, J.X., Jiang, S.H., 2001. A brief discussion on properties of swell soil and stability of foundation in Dangyang Yichang Speedway. Earth Science, 26(4):424-428 (in Chinese).

[9] Zhong, X.C., Wang, J., 2004. The primary study on the expansive strain rule of unsaturated expansive soil. Journal of Yancheng Institute of Technology, 16(3):71-72 (in Chinese).

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