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contributor authorAnthony T. C. Goh
date accessioned2017-05-08T22:05:27Z
date available2017-05-08T22:05:27Z
date copyrightJune 1996
date issued1996
identifier other22533539.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71060
description abstractPile driving formulas are commonly used to estimate the load capacity of driven piles. The formulas assume that there is a correlation between the pile set and the ultimate load capacity of the pile. The important factors influencing the load capacity include the hammer characteristics, the properties of the pile and soil, and the pile set. The present technical note investigates the feasibility of using neural networks to predict the load capacity of driven piles. Neural networks attempt to simulate the process by which the human brain learns to discern patterns in arrays of data. The data used in this study were derived from actual pile driving records. First, the neural network concepts are reviewed, then the neural network model for predicting the pile capacity is presented. The neural network predictions were found to be more consistent and reliable than other, more conventional pile driving formulas.
publisherAmerican Society of Civil Engineers
titlePile Driving Records Reanalyzed Using Neural Networks
typeJournal Paper
journal volume122
journal issue6
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1996)122:6(492)
treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 006
contenttypeFulltext


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