Journal ArticleOPEN ACCESS

DESIGN METHOD FOR THE STABILITY ANALYSIS OF THE SLOPE WITH LANDING PIER.

Soils and Foundations (1979) 19(4) 43-57
DOI: 10.3208/sandf1972.19.4_43
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Abstract

A basic method for stability analysis of the slope containing piles in a row is described, using the theoretical equation of lateral force acting on piles in a row due to plastically deforming ground. Studies of the effect of many factors on pile and slope on the slope-stability are carried out for an example of the foundation piles of landing pier in a harbor and a design method is proposed for the stability analysis of the slope with landing pier.

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APA

Ito, T., Matsui, T., & Hong, W. P. (1979). DESIGN METHOD FOR THE STABILITY ANALYSIS OF THE SLOPE WITH LANDING PIER. Soils and Foundations, 19(4), 43–57. https://doi.org/10.3208/sandf1972.19.4_43

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