The active failure of embankments of cohesionless materials

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Date

1965

Authors

Marais, G. v. R. (Gerrit van Rooyen)

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Abstract

There are two methods available for the calculation of the disturbing forces in the active failure by sliding embankments of cohesionless material. The first is due to Hummel & Finnan (1921) and Trollope (1951) and the second is due to Rendulic (1938). Using these two methods in the stability analysis of a sliding failure of a 260 ft high earth dam at Cullinan, South Africa, showed that there was a significant difference in the horizontal thrusts as determined by the two methods. (Abbreviation abstract)

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A dissertation submitted in partial fulfillment of the requirements for the degree of Master of Science in Engineering of the University of the Witwatersrand

Keywords

Embankments -- Design and construction -- Mathematical models.

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