Simplified Analysis of Different Types of Slope Reinforcements in a Rigid Grid-Pile Composite Foundation

Wen Feng Huang; Hai Hong Mo; Ying Guang Fang

doi:10.4028/www.scientific.net/AMM.387.100

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 387Simplified Analysis of Different Types of Slope...

Simplified Analysis of Different Types of Slope Reinforcements in a Rigid Grid-Pile Composite Foundation

Abstract:

The main focus is to present the theoretical methods to analyze the slide destruction reinforced by grass, geogrid, and revetment in a rigid grid-pile composite foundation. The methods are based on the balance condition of the slope. Using these methods, the influence of the internal friction angle of the embankment fill on the reinforced thickness of grass, geogrid and revetment at different slope angles are investigated. The results show that the reinforced thickness of grass, geogrid and revetment decreases with increased the internal friction angle of the embankment fill. The increase in the slope angle contributes much to the increase in the reinforced thickness.

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Periodical:

Applied Mechanics and Materials (Volume 387)

Pages:

100-104

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.387.100

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Online since:

August 2013

Authors:

Wen Feng Huang, Hai Hong Mo, Ying Guang Fang

Keywords:

Balance Condition, Geogrid, Grass, Revetment, Slope Reinforcement, Soil mechanics

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