Inference of the optimal probability distribution model for geotechnical parameters by using Weibull and NID distributions

To obtain the optimal probability distribution models of geotechnical parameters, the goodness of fit of the normal information diffusion (NID) distribution and Weibull distribution were investigated and compared for actual engineering samples and Monte Carlo (MC) simulated samples. Two datasets fro...

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Main Authors: Fengqiang Gong, Tiancheng Wang, Shanyong Wang
Format: Article
Language:English
Published: JVE International 2019-06-01
Series:Journal of Vibroengineering
Subjects:
Online Access:https://www.jvejournals.com/article/19758
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spelling doaj-5682e316ef7047ef89fdfcb5cee413ff2020-11-24T22:08:08ZengJVE InternationalJournal of Vibroengineering1392-87162538-84602019-06-0121487688710.21595/jve.2018.1975819758Inference of the optimal probability distribution model for geotechnical parameters by using Weibull and NID distributionsFengqiang Gong0Tiancheng Wang1Shanyong Wang2School of Resources and Safety Engineering, Central South University, Changsha, Hunan, 410083, P. R. ChinaSchool of Resources and Safety Engineering, Central South University, Changsha, Hunan, 410083, P. R. ChinaARC Centre of Excellence for Geotechnical Science and Engineering, Faculty of Engineering and Built Environment, The University of Newcastle, Callaghan, New South Wales, 2308, AustraliaTo obtain the optimal probability distribution models of geotechnical parameters, the goodness of fit of the normal information diffusion (NID) distribution and Weibull distribution were investigated and compared for actual engineering samples and Monte Carlo (MC) simulated samples. Two datasets from actual engineering parameters (the strength of a rock mass and the average wind speed) were used to test the fitting abilities of these two distributions. The results show that the parameters of the NID distribution are easily estimated, the Kolmogorov-Smirnov (K-S) test results of the NID distribution are smaller than those of the Weibull distribution, and the NID distribution curves can perfectly reflect the stochastic volatility of geotechnical parameters with small sample sizes. The sample size effects on the fitting accuracy of the NID distribution and Weibull distribution were also investigated in this paper. Eight simulated samples with different sample sizes, namely, 15, 20, 30, 50, 100, 200, 500, and 1000, were produced by using the MC method based on two known Weibull distributions. The results show that with an increase in the sample size, the K-S test results of the NID distribution gradually decrease and tend to converge, while the chi-square test results of the NID distribution remain low and are always lower than those of the Weibull distribution. The cumulative probability values of the NID distribution are larger than those of the Weibull distribution and are always equal to 1.0000. Finally, the comparison of the fitting accuracy between the NID distribution and normalized Weibull distribution was also analyzed.https://www.jvejournals.com/article/19758reliability analysisgeotechnical parametersthe optimal probability distributionprobability density function (PDF)normal information diffusionWeibull distribution
collection DOAJ
language English
format Article
sources DOAJ
author Fengqiang Gong
Tiancheng Wang
Shanyong Wang
spellingShingle Fengqiang Gong
Tiancheng Wang
Shanyong Wang
Inference of the optimal probability distribution model for geotechnical parameters by using Weibull and NID distributions
Journal of Vibroengineering
reliability analysis
geotechnical parameters
the optimal probability distribution
probability density function (PDF)
normal information diffusion
Weibull distribution
author_facet Fengqiang Gong
Tiancheng Wang
Shanyong Wang
author_sort Fengqiang Gong
title Inference of the optimal probability distribution model for geotechnical parameters by using Weibull and NID distributions
title_short Inference of the optimal probability distribution model for geotechnical parameters by using Weibull and NID distributions
title_full Inference of the optimal probability distribution model for geotechnical parameters by using Weibull and NID distributions
title_fullStr Inference of the optimal probability distribution model for geotechnical parameters by using Weibull and NID distributions
title_full_unstemmed Inference of the optimal probability distribution model for geotechnical parameters by using Weibull and NID distributions
title_sort inference of the optimal probability distribution model for geotechnical parameters by using weibull and nid distributions
publisher JVE International
series Journal of Vibroengineering
issn 1392-8716
2538-8460
publishDate 2019-06-01
description To obtain the optimal probability distribution models of geotechnical parameters, the goodness of fit of the normal information diffusion (NID) distribution and Weibull distribution were investigated and compared for actual engineering samples and Monte Carlo (MC) simulated samples. Two datasets from actual engineering parameters (the strength of a rock mass and the average wind speed) were used to test the fitting abilities of these two distributions. The results show that the parameters of the NID distribution are easily estimated, the Kolmogorov-Smirnov (K-S) test results of the NID distribution are smaller than those of the Weibull distribution, and the NID distribution curves can perfectly reflect the stochastic volatility of geotechnical parameters with small sample sizes. The sample size effects on the fitting accuracy of the NID distribution and Weibull distribution were also investigated in this paper. Eight simulated samples with different sample sizes, namely, 15, 20, 30, 50, 100, 200, 500, and 1000, were produced by using the MC method based on two known Weibull distributions. The results show that with an increase in the sample size, the K-S test results of the NID distribution gradually decrease and tend to converge, while the chi-square test results of the NID distribution remain low and are always lower than those of the Weibull distribution. The cumulative probability values of the NID distribution are larger than those of the Weibull distribution and are always equal to 1.0000. Finally, the comparison of the fitting accuracy between the NID distribution and normalized Weibull distribution was also analyzed.
topic reliability analysis
geotechnical parameters
the optimal probability distribution
probability density function (PDF)
normal information diffusion
Weibull distribution
url https://www.jvejournals.com/article/19758
work_keys_str_mv AT fengqianggong inferenceoftheoptimalprobabilitydistributionmodelforgeotechnicalparametersbyusingweibullandniddistributions
AT tianchengwang inferenceoftheoptimalprobabilitydistributionmodelforgeotechnicalparametersbyusingweibullandniddistributions
AT shanyongwang inferenceoftheoptimalprobabilitydistributionmodelforgeotechnicalparametersbyusingweibullandniddistributions
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