Analysis on Stability of Dongchuan Landslide and the Comprehensive Management Measure

Jiang Tao Xia; Cheng Zhong Yang; Shu Fang Wang

doi:10.4028/www.scientific.net/AMR.557-559.366

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 557-559Analysis on Stability of Dongchuan Landslide and...

Analysis on Stability of Dongchuan Landslide and the Comprehensive Management Measure

Abstract:

Based on the investigation and analysis of the causes of Dongchuan landslide, as well as on the stability analysis of Dongchuan landslide No. 1 and No. 2,it was presented by use of surface drainage, anchor pile, prestressed anchor cable lattice beam and other engineering measures on Dongchuan landslide to conduct comprehensive management. The deformations of treatment landslide were monitored and analyzed. The monitoring results show: the greatest deformation of the landslide is 8mm and the slope is a basically stable. Therefore, combined anchor piles, prestressed anchor cable lattice beam with drainage can well manage landslid

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Periodical:

Advanced Materials Research (Volumes 557-559)

Pages:

366-370

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.557-559.366

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Online since:

July 2012

Authors:

Jiang Tao Xia, Cheng Zhong Yang, Shu Fang Wang

Keywords:

Anchor Pile, Landslide, Management, Monitoring, Stability Analysis

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