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Stability Analysis for the Landslide in Community No.17 of Xinfang Village, Jingyuan Town, Jiangyou
详细信息   
摘要

Stability coefficients are calculated for the landslide based on an analysis of the geological setting, plane form, profile form, features and incentives. The calculations gained by the transfer coefficient method reveal its basic stability under natural conditions, less stability under storms and instability under earthquakes. Changing the river course and putting piles are preferred to ensure the safety of villages and rivers.

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