Effects of Slope and Sleeving on the Behavior of Laterally Loaded Piles

Author:

Zhang L.M.,Ng C.W.W.,Lee C.J.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference23 articles.

1. Lateral load tests on drilled piers in stiff clays;Bhushan;J. of Geotech. Engineering, ASCE,1979

2. A centrifuge modeling of the behavior of a laterally loaded flexible pile near a slope;Bouafia;Canadian Geotech. J.,1995

3. Numerical analysis of the stability of a slope reinforced with piles;Cai;Soils and Foundations,2000

4. Response of flexible piles under laterally linear movement of the sliding layer in landslides;Cai;Canadian Geotech. J.,2003

5. Pressuremeter method for foundation design in Hong Kong;Chiang;Proc. 6th Southeast Asian Conf, on Soil Engrg., Taipei,1980

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