Parametric Study for the Behavior of Blocks Anchor Embedded in Sand at Various Conditions

Author:

Al-Shayea NaserORCID,Hasan Alsidqi

Publisher

Springer Science and Business Media LLC

Reference32 articles.

1. Bowles, J. E. (1997). Foundation Analysis and Design (5th ed.). New York: McGraw-Hill. 1175 p.

2. Hueckel, S.: Model tests on anchoring capacity of vertical and inclined plates. In: Proceedings of Fourth International Conference on Soil Mechanics and Foundation Engineering, London, vol 2, 203–206 (1957)

3. Hueckel, S., et al.: Distribution of passive earth pressure on the surface of a square vertical plate embedded in soil. In: Proceedings of Sixth International Conference on Soil Mechanics and Foundation Engineering, Montreal, vol 2, pp 381–385 (1965)

4. Ovesen, N.K.; Stromann, H.: Design methods for vertical anchor slabs in sand. In: Proceedings, Specialty Conference on Performance of Earth and earth-Supported Structures. ASCE, vol. 2.1, pp.1481–1500 (1972).

5. Neeley, W.J.; Stuart, J.G.; Graham, J.: Failure loads of vertical anchor plates in sands. J. Soil Mech. Foundations Divis. Proc. ASCE 99(9), 669–685 (1973)

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