کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4681521 1348855 2016 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Multivariate adaptive regression splines and neural network models for prediction of pile drivability
ترجمه فارسی عنوان
اسپلنس رگرسیون چند متغیره و مدل شبکه عصبی برای پیش بینی قابلیت هدایت انبوه
کلمات کلیدی
شبکه عصبی پخش برگشتی، تنوع رگرسیون چند متغیره انطباقی، رانندگی شمع، کارایی محاسباتی، غیر خطی بودن
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات علوم زمین و سیاره ای (عمومی)
چکیده انگلیسی


• Pile drivability models by both MARS and BPNN are presented.
• Comprehensive comparison between MARS and BPNN in terms of modeling accuracy and computational efficiency etc.
• MARS outperforms BPNN in computational efficiency and model interpretability.

Piles are long, slender structural elements used to transfer the loads from the superstructure through weak strata onto stiffer soils or rocks. For driven piles, the impact of the piling hammer induces compression and tension stresses in the piles. Hence, an important design consideration is to check that the strength of the pile is sufficient to resist the stresses caused by the impact of the pile hammer. Due to its complexity, pile drivability lacks a precise analytical solution with regard to the phenomena involved. In situations where measured data or numerical hypothetical results are available, neural networks stand out in mapping the nonlinear interactions and relationships between the system's predictors and dependent responses. In addition, unlike most computational tools, no mathematical relationship assumption between the dependent and independent variables has to be made. Nevertheless, neural networks have been criticized for their long trial-and-error training process since the optimal configuration is not known a priori. This paper investigates the use of a fairly simple nonparametric regression algorithm known as multivariate adaptive regression splines (MARS), as an alternative to neural networks, to approximate the relationship between the inputs and dependent response, and to mathematically interpret the relationship between the various parameters. In this paper, the Back propagation neural network (BPNN) and MARS models are developed for assessing pile drivability in relation to the prediction of the Maximum compressive stresses (MCS), Maximum tensile stresses (MTS), and Blow per foot (BPF). A database of more than four thousand piles is utilized for model development and comparative performance between BPNN and MARS predictions.

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ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Geoscience Frontiers - Volume 7, Issue 1, January 2016, Pages 45–52
نویسندگان
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