Earth pressures on piles in a row due to lateral soil movements.
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TLDR
In this paper, a series of model tests are carried out for various conditions of the pile and the soil to check the validity of the theoretical equation presented, and a method to approximately estimate the ultimate lateral pressure is also shown.About:
This article is published in Soils and Foundations.The article was published on 1982-06-15 and is currently open access. It has received 43 citations till now. The article focuses on the topics: Lateral earth pressure & Soil mechanics.read more
Citations
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Ultimate Soil Pressures for Piles Subjected to Lateral Soil Movements
TL;DR: A series of laboratory model tests in soft clay was conducted to investigate the behavior of coupled piles subjected to lateral soil movements (passive) and to determine the ultimate soil pressure acting on the pile shaft.
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Model Tests on Pile Groups Subjected to Lateral Soil Movement.
TL;DR: In this paper, the authors describe a series of model tests on instrumented pile groups embedded in calcareous sand undergoing lateral movement and find that the extent of the group effect on the lateral response of a pile in a group is dependent on a number of factors, including the position of the pile in the group, the pile spacing, the number of piles, and the head fixity condition.
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Numerical modelling study of the load sharing law of anti-sliding piles based on the soil arching effect for Erliban landslide, China
TL;DR: In this paper, a new model of the load sharing law with a three-stage load sharing pattern via a representative case study in the Three Gorges reservoir region, China is presented.
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Model tests on single piles in soft clay
TL;DR: In this article, the authors investigated the behavior of single piles subjected to lateral soil movements, and determined the ultimate soil pressure act in soft clay, using a model test in a soft clay environment.
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A novel optimal plane arrangement of stabilizing piles based on soil arching effect and stability limit for 3D colluvial landslides
TL;DR: In this article, the authors presented a novel optimal plane arrangement of stabilizing piles in terms of the provided half simplified flattened ellipsoid model, which can be used to describe the three-dimensional characteristics of sliding mass for colluvial landslides.
References
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Methods to estimate lateral force acting on stabilizing piles
Tomio Ito,Tamotsu Matsui +1 more
TL;DR: In this paper, the growth mechanism of lateral force acting on stabilizing piles in a row due to the surrounding ground undergoing plastic deformation is discussed, and its theoretical analysis is carried out considering the interval between the piles.
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Design Method for Stabilizing Piles Against Landslide—One Row of Piles
TL;DR: In this article, the design method for piles in a row within a slope of such a fixed sliding surface as in landslide has been investigated, and the effect of many factors of pile on the slope-stability are carried out for an example of a landslide slope containing stabilizing piles and a new design method is proposed for the stabilizing pile against landslide.
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Extended Design Method for Multi-Row Stabilizing Piles against Landslide
TL;DR: In this paper, a method of designing several rows of stabilizing piles to prevent a large landslide has been investigated, where the ground conditions of a slope are fixed, and the selections of the fixity condition of pile head, the number of pile rows, the position of piles rows, and pile length above sliding surface are carried out, followed by the systematic selections of factors of mobilization of lateral force, pile diameters, intervals between piles, and piles stiffnesses.
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Design method for the stability analysis of the slope with landing pier
TL;DR: In this paper, a basic method for stability analysis of the slope containing piles in a row is described, using the theoretical equation of lateral force acting on piles in row due to plastically deforming ground.