岩石洞室地基稳定性综合分析方法应用*

Abstract
Figure/Table
References (5)
Related Citation (15)

Download: PDF (717 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract With the increase of urban underground engineering it is more important to evaluate accurately the bearing capacity of the rock mass around the substructure under the ground building. The core problem is to analyze the stability of the rock cavern foundation. The methods of stability analysis on rock mass are mainly based on traditional calculation，numerical computation and monitoring. The synthesized analysis method combines the above three methods and is used in stability analysis on the Xiaoshizi subway station with larges pan and shallow covered rock cavern foundation above which there is one twenty-story building. The study results show that the proposed method is effective in stability analysis on rock cavern foundation.

Key words： cavern foundation underground engineering stability analysis on rock mass

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

https://rockmech.whrsm.ac.cn/EN/Y2002/V21/IS/1967