Design Method for Stabilizing Piles Against Landslide—One Row of Piles-Reference-Cited by-同舟云学术

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Design Method for Stabilizing Piles Against Landslide—One Row of Piles

Published:1981-03 Issue:1 Volume:21 Page:21-37
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Ito Tomio,Matsui Tamotsu,Hong Won Pyo

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference9 articles.

1. Shear strength of soft clay;Broms;Discussion, Proc., Geotechnical Conference, Oslo,1967

2. Stability of natural slopes and embankment foundations;Broms;Discussion, Proc., 7th ICSMFE, Mexico,1969

3. Piles subjected to static lateral loads;De Beer,1977

4. The behaviour of piles for preventing landslide;Fukumoto;Jour, of JSSMFE,1976

5. Methods to estimate lateral force acting on stabilizing piles;Ito;Soils and Foundations,1975

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2. The three-dimensional stability analysis of piled slopes in unsaturated and inhomogeneous soils with nonlinear failure criterion;European Journal of Environmental and Civil Engineering;2024-08-05

3. Arching effect in slopes under excavation: Classification and features;Engineering Geology;2024-08

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