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The Ultimate Lateral Soil Pressure on Stabilizing Piles in Slopes
Abstract In this study, the ultimate lateral soil pressure on stabilizing piles is discussed and the empirical equations and analytical models to predict are reviewed. The plastic deformation theory is modified by introducing a new parameter , which is back calculated by a numerical calculation. The parameter is then compared with the corresponding soil stress in the numerical model. The modified theory is able to evaluate the in a larger range of pile spacing.
The Ultimate Lateral Soil Pressure on Stabilizing Piles in Slopes
Abstract In this study, the ultimate lateral soil pressure on stabilizing piles is discussed and the empirical equations and analytical models to predict are reviewed. The plastic deformation theory is modified by introducing a new parameter , which is back calculated by a numerical calculation. The parameter is then compared with the corresponding soil stress in the numerical model. The modified theory is able to evaluate the in a larger range of pile spacing.
The Ultimate Lateral Soil Pressure on Stabilizing Piles in Slopes
Lei, Guoping (author) / Wu, Wei (author)
2018-01-01
4 pages
Article/Chapter (Book)
Electronic Resource
English
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