Stability Analysis of Unloading Slope by Interface Element Method


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Mechanics behavior of unloading rock slope is essentially different from the natural rock slope . But, stability analysis of rocky slope during and after excavating still need these parameters and constitutional relation came from the natural rock slope, thus, the difference between the unloading rock mass and natural rock mass is neglected. The calculation result is quite different from the monitoring result. In order to analyze the stability of unloading rock slope properly, corresponding mechanics parameters including mechanics state, unloading degree and others should be determined and applied. In this paper, IEM - Sample Element Method and Interface Element Method expounded systematically and used to determine the corresponding mechanics parameters of a layered rock slope- Xishan slope of the Jiangyin Yangtze River Bridge. Then, IEM computer program based on Interface Element Method used to calculate the displacement of Xishan slope. Compare with displacement site-monitoring results, IEM is better than Finite Element Method.



Edited by:

Chunliang Zhang and Paul P. Lin




Y. X. Sun et al., "Stability Analysis of Unloading Slope by Interface Element Method", Applied Mechanics and Materials, Vols. 226-228, pp. 1462-1466, 2012

Online since:

November 2012




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