Stability Analysis and Treatment of Xinlinxiang Slope in Dalian

Sun Shuheng

doi:10.3969/j.issn.1007-2993.2011.03.012

Volume 25 Issue 3

Jul. 2021

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Sun Shuheng. Stability Analysis and Treatment of Xinlinxiang Slope in Dalian[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 154-157. doi: 10.3969/j.issn.1007-2993.2011.03.012

Citation:

Sun Shuheng. Stability Analysis and Treatment of Xinlinxiang Slope in Dalian[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 154-157. doi: 10.3969/j.issn.1007-2993.2011.03.012

Sun Shuheng. Stability Analysis and Treatment of Xinlinxiang Slope in Dalian[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 154-157. doi: 10.3969/j.issn.1007-2993.2011.03.012

Citation:

Sun Shuheng. Stability Analysis and Treatment of Xinlinxiang Slope in Dalian[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 154-157. doi: 10.3969/j.issn.1007-2993.2011.03.012

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Stability Analysis and Treatment of Xinlinxiang Slope in Dalian

doi: 10.3969/j.issn.1007-2993.2011.03.012

Sun Shuheng

Liaoning Investigation Institute of Hydrogeology and Engineering geology, Dalian 116037, Liaoning, China

Received Date: 2011-01-30

Abstract

Abstract

On the basis of detailed sutvey,an analysis is done of the geological conditions and stability of Xinlixiang slope in Dalian. the safety of each slope section dangerous sliding faces have been calculated with the laboratory test and experience parameter, and feasible management measure also have been proposed, It is inlicated from perating result after treatment foe two year that the analysis and calculation method and parameters selected can conform to the practical situation, measures are reliable, effect is good and slope is stable.
- shereographic projection,
- stability analysis,
- ttratment measures