Landslide and analysis of the bank slope of the piled wharf

Li Sa; Yan Shuwang; Sun Wanhe

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Volume 21 Issue 3

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Chinese Journal of Geotechnical Engineering > 1999 > 21(3): 87-91.

Li Sa, Yan Shuwang, Sun Wanhe. Landslide and analysis of the bank slope of the piled wharf[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 87-91.

Citation:

Li Sa, Yan Shuwang, Sun Wanhe. Landslide and analysis of the bank slope of the piled wharf[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 87-91.

Citation:

Li Sa, Yan Shuwang, Sun Wanhe. Landslide and analysis of the bank slope of the piled wharf[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 87-91.

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Landslide and analysis of the bank slope of the piled wharf

Geotechnical Engineering Institute Tianjin University Tianjin 300072 Tianjin Port and Harbour Engineering Institute Tianjin 300222

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Published Date: May 27, 1999

Graphical Abstract

Abstract

Abstract

In this paper,the landslide of a piled wharf occurring during construction is described.According to in situ and laboratory tests,the landslide characters are summerized,the slope stability is calculated, and the cause responsible for the landslide is analyzed.All these indicate that combined action of many unfavourable factors caused the landslide,and provide useful data and information for design and construction of soft clay slope in future.
- slope stability,
- soft clay