Journal ArticleDOI
Modeling lateral soil-pile response based on soil-pile interaction
Mohamed Ashour,Gary Norris +1 more
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Although most designers prefer the p-y curve method as compared to elastic continuum or finite-element analysis of laterally loaded pile behavior, the profession has reached a state where it is tim...Abstract:
Although most designers prefer the p-y curve method as compared to elastic continuum or finite-element analysis of laterally loaded pile behavior, the profession has reached a state where it is tim...read more
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Journal ArticleDOI
Closure to “Load Transfer for Axially Loaded Piles in Clay”
Harry M. Coyle,Lymon C. Reese +1 more
TL;DR: In this article, an analytical method for developing a theoretical load-settlement curve for axially loaded piles in clay is presented based on the correlation of the ratio of load transfer to soil shear strength as a function of pile movement.
Journal ArticleDOI
Analysis of soil resistance on laterally loaded piles based on 3D soil–pile interaction
Youngho Kim,Sangseom Jeong +1 more
TL;DR: In this paper, the load distribution and deflection of large diameter piles are investigated by lateral load transfer method (p- y curve). Special attention is given to the soil continuity and soil resistance using three-dimensional finite element analysis.
Journal ArticleDOI
Analysis of pile stabilized slopes based on soil–pile interaction
Mohamed Ashour,Hamed Ardalan +1 more
TL;DR: In this article, a new procedure for the analysis of slope stabilization using piles is presented, which allows the assessment of soil pressure and its distribution along the pile segment above the slip surface based on soil-pile interaction.
Journal ArticleDOI
Experimental Load-Transfer Curves of Laterally Loaded Piles in Nak-Dong River Sand
TL;DR: In this paper, the results of a model testing of the piles embedded in Nak-Dong River sand, located in south Korea, under monotonic lateral loadings were studied.
Journal ArticleDOI
Laterally loaded monopile design for offshore wind farms
Paul Doherty,Kenneth Gavin +1 more
TL;DR: In this paper, the authors compared the state of the art in foundation design with current industry trends in offshore wind turbine construction, focusing on the American Petroleum Institute guidelines used by the offshore sector.
References
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Journal ArticleDOI
The pore-pressure coefficients a and b
TL;DR: In this article, the pore pressure coefficients A and B were derived and some typical values of the experimentally determined pore-pressure coefficients were given, and some practical applications of these coefficients have been outlined by Bishop.
Journal ArticleDOI
Evaluation of coefficients of subgrade reaction
TL;DR: The theories of vertical and horizontal subgrade reaction are based on the simplifying assumptions that the subgrade obeys Hooke's law as mentioned in this paper, and that the reaction on the base of a rigi...
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.