Design Method for Stabilization of Slopes with Piles

Author:

Day Robert W.,Hull T. S.,Poulos H. G.,Hassiotis S.,Chameau J. L.,Gunaratne N.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference9 articles.

1. Failure of Desert View Drive Embankment

2. Ehlig P. L. (1986). “The Portuguese Bend landslide: its mechanics and a plan for its stabilization.” Landslides and Landslide Mitigation in S. Calif.: Proc. 82nd Ann. Mtg. Cordilleran Section Geol. Soc. Am. Geological Society of America Boulder Colo. 181–190.

3. Ehlig P. L. ( 1992). “Evolution mechanics and migration of the Portuguese Bend landslide Palos Verdes Peninsula California.” Engineering geology practice in southern California B. W. Pipkin and R. J. Proctor eds. Star Publishing Company Belmont Calif. 531–553.

4. De Beer E. and Carpentier R. (1977). “Discussion of `Methods to estimate lateral force acting on stabilizing piles ' by T. Ito and T. Matsui.” Soils and Found. 17(1) 68–82.

5. Hull T. S. Lee C. Y. and Poulos H. G. (1991). “Mechanics of pile reinforcement for unstable slopes.” Res. Rep. R636 Dept. of Civ. Engrg. University of Sydney Sydney.

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