Journal ArticleDOI
Behaviour of rigid piles in marine clays under lateral cyclic loading
TLDR
In this paper, the behavior of rigid piles under cyclic lateral loading has been studied through an experimental program carried out on model piles embedded in a soft marine clay, and the results of post-cyclic load tests indicate that the behaviour under static load can improve for cyclic load levels less than 40% of the static lateral capacity.About:
This article is published in Ocean Engineering.The article was published on 1993-05-01. It has received 13 citations till now. The article focuses on the topics: Wave loading & Structural load.read more
Citations
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Journal ArticleDOI
Experimental Investigations on the Behaviour of Pile Groups in Clay Under Lateral Cyclic Loading
TL;DR: In this article, the results of two-way cyclic lateral load tests carried out on model pile groups embedded in soft marine clay are presented in the form of load-deflection curves and bending moment profiles.
Journal ArticleDOI
Cyclic shakedown of piles subjected to two-dimensional lateral loading
Nina H. Levy,Itai Einav,Tim Hull +2 more
TL;DR: In this article, the authors investigated a loading scenario where a monotonic lateral load is applied to a pile, followed by two-way cycling in a direction perpendicular to the initial loading.
Journal ArticleDOI
Determination of Reliable Stress and Strain Distributions Along Bored Piles
TL;DR: In this paper, the authors measure and analyze the most reliable stress and strain distributions transferred in bored piles embedded within multilayer site conditions, which can significantly change the design criteria since most of the dominant factors change with depth.
Journal ArticleDOI
Effect of Earthquake on a Single Pile Located in Sloping Ground
TL;DR: In this paper, a finite element analysis of a single field pile located on sloping ground was carried out, where a single pile of length 30m with embedment length to diameter ratios (L/D) 20, 25 and 30 was located on a crest of soft clay of slopes 1V:1H and 1V :5H, and subjected to dynamic earthquake loading (California Earthquake,1990).
References
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Book
Pile Foundation Analysis and Design
Harry G. Poulos,E.H. Davis +1 more
TL;DR: In this paper, the authors present a consistent theoretical approach to the prediction of pile deformation and load capacity, and present parametric solutions for a wide range of cases, demonstrating how such solutions can be used for design purposes, and review the applicability of these approaches to practical problems.
Journal ArticleDOI
Lateral Resistance of Piles in Cohesive Soils
TL;DR: In this paper, the authors presented methods for the calculation of the deflections at working loads, the ultimate lateral resistance, and moment distribution for laterally loaded single piles and pile groups.
Journal ArticleDOI
Generalized Solutions for Laterally Loaded Piles
Hudson Matlock,Lymon C. Reese +1 more
TL;DR: In this article, a repeated application of elastic theory is used to determine the nonlinear force-deformation characteristics of soil, and soil modulus constants are adjusted for each successive trial until satisfactory compatibility is obtained in structure-pile-soil system.
Journal ArticleDOI
Lateral loading of deep foundations in stiff clay
Lymon C. Reese,Robert C. Welch +1 more
TL;DR: In this article, a full-sized drilled shaft, or drilled pier, was constructed in the field in a stratum of stiff clay, and the foundation was instrumented so that bending moment could be measured at various depths.
Journal ArticleDOI
Behavior of Laterally Loaded Piles: I-Single Piles
TL;DR: In this article, an analysis for the horizontal displacement and rotation of a vertical pile subjected to lateral loading and moment, and situated in an ideal elastic mass, is presented for a wide range of pile flexibilities and length-to-diameter ratios.
Related Papers (5)
Experimental studies on foundations of compliant structures - i. under static loading
Y.V.S.N. Prasad,S. Narasimha Rao +1 more