Numerical Stability Analysis of Canal Embankment Using Hill’s Second-Order Work Criterion

Author:

Huynh Dat Vu Khoa

Publisher

Springer Nature Singapore

Reference17 articles.

1. Bishop, A.W.: The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1), 7–17 (1955)

2. Fellenius, W.: Calculation of the stability of earth dams. In Proceedings of the second congress on large dams, vol. 4, pp. 445–463 (1936)

3. Janbu, N.: Slope stability computations. In Soil Mech. and Found. Engrg. Rep. Technical University of Norway, Trondheim, Norway (1968)

4. Darve, F., Vardoulakis, I.: Degradations and instabilities in geomaterials vol. 461. Springer, Cham (2004). https://doi.org/10.1007/978-3-7091-2768-1

5. Hill, R.: A general theory of uniqueness and stability in elastic-plastic solids. J. Mech. Phys. Solids 6(3), 236–249 (1958)

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