Swelling Prediction in Compacted Soils Using Adaptive Neuro-Fuzzy Inference System

IF 1 Q4 ENGINEERING, CIVIL Jordan Journal of Civil Engineering Pub Date : 2023-01-01 DOI:10.14525/jjce.v17i1.09
M. Jokar, S. Mirassi, Meisam Mahboubi
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引用次数: 1

Abstract

Swelling in compacted soils may lead to some damages to structures and buildings. For the sake of reducing such damages, soil swelling should be determined, so as to make the structures exhibit adequate resistance against such a phenomenon. For most cases, fully non-linear relations have been observed between soil swelling and the parameters contributing to swelling in compacted soil. As such, soil swelling should be determined via either experimentations or prediction models. However, being extremely timely, swelling tests require special expensive equipment. Accordingly, there is a need for models which can use available data to theoretically give swelling estimations of a relatively high accuracy without getting busy with swelling tests and associated issues. Investigated and evaluated in this research are the ability and application of an adaptive neuro-fuzzy interference system (ANFIS) developed by subtractive clustering and fuzzy c-mean clustering to determine and predict swelling in compacted soils. The results along with the obtained values of root mean squared error (RMSE), mean absolute error (MAE) and coefficient of correlation (R) indicated that the proposed ANFIS model succeeded to predict swelling in compacted soils at a good level of accuracy. Therefore, ANFIS models can be used to predict swelling without getting busy with swelling tests and associated issues. KEYWORDS: Swelling of compacted soil, Subtractive clustering, Fuzzy c-mean clustering, ANFIS, Prediction.
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基于自适应神经模糊推理系统的压实土膨胀预测
在压实的土壤中膨胀可能导致一些结构和建筑物的损坏。为了减少这种破坏,应确定土的膨胀,使结构对这种现象有足够的抵抗力。在大多数情况下,在压实土中,土体膨胀与引起土体膨胀的参数之间存在完全非线性关系。因此,应通过实验或预测模型来确定土壤膨胀。然而,膨胀测试非常及时,需要特殊的昂贵设备。因此,需要有一种模型,它可以利用现有数据在理论上给出相对较高精度的膨胀估计,而不必忙于膨胀测试和相关问题。本研究研究并评估了一种基于减法聚类和模糊c均值聚类的自适应神经模糊干扰系统(ANFIS)在确定和预测压实土膨胀中的能力和应用。结果与得到的均方根误差(RMSE)、平均绝对误差(MAE)和相关系数(R)值表明,所提出的ANFIS模型能够较好地预测压实土的溶胀。因此,ANFIS模型可用于预测膨胀,而无需忙于膨胀测试和相关问题。关键词:压实土膨胀,减法聚类,模糊c均值聚类,ANFIS,预测
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来源期刊
CiteScore
2.10
自引率
27.30%
发文量
0
期刊介绍: I am very pleased and honored to be appointed as an Editor-in-Chief of the Jordan Journal of Civil Engineering which enjoys an excellent reputation, both locally and internationally. Since development is the essence of life, I hope to continue developing this distinguished Journal, building on the effort of all the Editors-in-Chief and Editorial Board Members as well as Advisory Boards of the Journal since its establishment about a decade ago. I will do my best to focus on publishing high quality diverse articles and move forward in the indexing issue of the Journal.
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