渝杯残古城南平山山体滑坡的防治措施研究

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Abstract The text has studied the geological factors that affect the stability of the side-slope in nanpingshan Yuhuai railway line with the theory of geology and mechanic. It analyses the reason of the coast and provide the best construct project based on mechanics analysis.

Key words： the stability of slope coast mechanics analysis

Received: 23 January 2014

PACS:

U216. 1

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	LI ZHong
	SONG En-qiang

Cite this article:

LI ZHong,SONG En-qiang. THE STUDY OF STABILITY OF THE TRENCH SLOPE IN NANPINGSHAN YUHUAI RAILWAY LING[J]. Journal of Railway Engineering Society, 2004, 21(1): 60-64.

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http://tdgcxb.crec.cn/EN/ OR http://tdgcxb.crec.cn/EN/Y2004/V21/I1/60

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	大学出版社，2000. 121-124.
[1]	赵明华.王贻荪.上力学与基础工程[M].武汉:武汉工业
[3]	万天丰.构造应力场地质学[M].北京:中国地质大学出版社，1992. 58-71.
[4]	刘成宇.土力学[M].北京:中国铁道出版社，2001. 238-251.

[1]	SUN Wen, WU Ya-piny, LIN Pent-zhen, HU Li-li. The Numerical Analysis of the Impact of the Secondary Harmful Frozen Soil on the Subgrade Stability[J]. Journal of Railway Engineering Society, 2013, 30(11): 7-12.