Technical Papers
Oct 21, 2021

Effect of Normal Transformation Methods on Performance of Multivariate Normal Distribution

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 8, Issue 1

Abstract

Multivariate normal distribution is used widely to characterize the uncertainties and correlations for correlated geotechnical data. The success of constructing a multivariate normal distribution depends on the reliable estimation of the marginal probability density functions (PDFs) and the correlation matrix. This paper focused on the normal transformation which is related to the fitted marginal PDFs and investigated its effect on the performance of the constructed multivariate normal distributions, i.e., the normality of the multivariate normal distribution, the fitness of the simulated data with the original data, the rationality of the derived point estimate equations, and validation of the equations based on validation data sets. Three normal transformation methods with different types of fitted marginal PDF, namely Johnson transformation, three-parameter lognormal transformation, and Box–Cox transformation, were compared based on their application to a real soil database. It was found that all the three normal transformation methods are applicable in the framework of multivariate normal distribution, although the transformed variables do not follow the multivariate normal distribution. The consistence of normality of the transformed variables with the performance of the constructed multivariate normal distribution in estimating the unknown parameters using Bayesian updating technique was verified. The Johnson transformation method is the recommended method for constructing the multivariate normal distribution for the real databases due to its robustness and superiority in normal transformation.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study is substantially supported by the Natural Science Foundation Committee Program (No. 52022070) and by the Shanghai Municipal Science and Technology Committee Program (20dz1202200). The authors are grateful to these programs.

References

Ang, A. H. S., and W. H. Tang. 1984. Probability concepts in engineering planning and design, decision, risk, and reliability. Vol. II. New York: John Wiley & Sons.
Box, G. E. P., and D. R. Cox. 1964. “An analysis of transformations.” J. R. Stat. Soc. Ser. B 26 (2): 211–252. https://doi.org/10.1111/j.2517-6161.1964.tb00553.x.
Ching, J., G.-H. Lin, K.-K. Phoon, and J. Chen. 2017. “Correlations among some parameters of coarse-grained soils—the multivariate probability distribution model.” Can. Geotech. J. 54 (9): 1203–1220. https://doi.org/10.1139/cgj-2016-0571.
Ching, J., and K.-K. Phoon. 2012. “Modeling parameters of structured clays as a multivariate normal distribution.” Can. Geotech. J. 49 (5): 522–545. https://doi.org/10.1139/t2012-015.
Ching, J., and K.-K. Phoon. 2013. “Multivariate distribution for undrained shear strengths under various test procedures.” Can. Geotech. J. 50 (9): 907–923. https://doi.org/10.1139/cgj-2013-0002.
Ching, J., and K.-K. Phoon. 2014. “Correlations among some clay parameters—the multivariate distribution.” Can. Geotech. J. 51 (6): 686–704. https://doi.org/10.1139/cgj-2013-0353.
Ching, J., and K.-K. Phoon. 2015. “Constructing multivariate distribution for soil parameters.” Chap. 1 in Risk and reliability in geotechnical engineering, 3–76. New York: CRC Press.
Ching, J., and K.-K. Phoon. 2020. “Constructing a site-specific multivariate probability distribution using sparse, incomplete, and spatially variable (MUSIC-X) data.” ASCE J. Eng. Mech. 46 (7): 04020061. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001779.
Ching, J., K.-K. Phoon, and C.-H. Chen. 2014. “Modeling piezocone cone penetration (CPTU) parameters of clays as a multivariate normal distribution.” Can. Geotech. J. 51 (1): 77–91. https://doi.org/10.1139/cgj-2012-0259.
Ching, J., K.-K. Phoon, and D.-Q. Li. 2016. “Robust estimation of correlation coefficients among soil parameters under the multivariate normal framework.” Struct. Saf. 63 (Nov): 21–32. https://doi.org/10.1016/j.strusafe.2016.07.002.
D’Ignazio, M., K.-K. Phoon, S. A. Tan, and T. Lansivaara. 2016. “Correlations for undrained shear strength of Finnish soft clays.” Can. Geotech. J. 53 (10): 1628–1645. https://doi.org/10.1139/cgj-2016-0037.
Feng, S., and P. J. Vardanega. 2019. “Correlation of the hydraulic conductivity of fine-grained soils with water content ratio using a database.” Environ. Geotech. 6 (5): 253–268. https://doi.org/10.1680/jenge.18.00166.
Fleishman, A. I. 1978. “A method for simulating non-normal distributions.” Psychometrika 43 (4): 521–532. https://doi.org/10.1007/BF02293811.
Henze, N., and B. Zirkler. 1990. “A class of invariant consistent tests for multivariate normality.” Commun. Stat. Theory Methods 19 (10): 3595–3617. https://doi.org/10.1080/03610929008830400.
Hill, I. D., R. Hill, and R. L. Holder. 1976. “Algorithm AS 99: Fitting Johnson curves by moments.” J. R. Stat. Soc. Ser. C 25 (2): 180–189. https://doi.org/10.2307/2346692.
Hotelling, H., and M. R. Pabst. 1936. “Rank correlation and tests of significance involving no assumption of normality.” Ann. Math. Stat. 7 (1): 29–43. https://doi.org/10.1214/aoms/1177732543.
Johnson, N. L. 1949. “Systems of frequency curves generated by methods of translation.” Biometrika 36 (1–2): 149–176. https://doi.org/10.1093/biomet/36.1-2.149.
Johnston, J. 1984. Econometric methods. New York: McGraw-Hill.
Li, D.-Q., X.-S. Tang, K.-K. Phoon, Y.-F. Chen, and C.-B. Zhou. 2013. “Bivariate simulation using copula and its application to probabilistic pile settlement analysis.” Int. J. Numer. Anal. Methods Geomech. 37 (6): 597–617. https://doi.org/10.1002/nag.1112.
Li, D.-Q., S.-B. Wu, C.-B. Zhou, and K. K. Phoon. 2012. “Performance of translation approach for modeling correlated non-normal variables.” Struct. Saf. 39 (Nov): 52–61. https://doi.org/10.1016/j.strusafe.2012.08.001.
Liu, S., H. Zou, G. Cai, T. V. Bheemasetti, A. J. Puppala, and J. Lin. 2016. “Multivariate correlation among resilient modulus and cone penetration test parameters of cohesive subgrade soils.” Eng. Geol. 209 (Jul): 128–142. https://doi.org/10.1016/j.enggeo.2016.05.018.
Lu, Z.-H., C.-H. Cai, and Y.-G. Zhao. 2017. “Structural reliability analysis including correlated random variables based on third-moment transformation.” J. Struct. Eng. 143 (8): 04017067. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001801.
Lv, T. J., X. S. Tang, D. Q. Li, and X. H. Qi. 2019. “Modeling multivariate distribution of multiple soil parameters using vine copula model.” Comput. Geotech. 118 (Feb): 103340. https://doi.org/10.1016/j.compgeo.2019.103340.
Mage, D. T. 1980. “An explicit solution for SB parameters using four percentile points.” Technometrics 22 (2): 247–251. https://doi.org/10.2307/1268464.
Mecklin, C. J., and D. J. Mundfrom. 2003. “On using asymptotic critical values in testing for multivariate normality.” Accessed September 26, 2021. https://www.researchgate.net/publication/228830820_On_using_asymptotic_critical_values_in_testing_for_multivariate_normality.
Montgomery, D. C., G. C. Runger, and N. F. Hubele. 2010. Engineering statistics. New York: Wiley.
Phoon, K. K. 2006. “Modeling and simulation of stochastic data.” In Proc., GeoCongress. Reston, VA: ASCE.
Phoon, K.-K., and F. H. Kulhawy. 1999. “Characterization of geotechnical variability.” Can. Geotech. J. 36 (4): 612–624. https://doi.org/10.1139/t99-038.
Slifker, J. F., and S. S. Shapiro. 1980. “The Johnson system: Selection and parameter estimation.” Technometrics 22 (2): 239–246. https://doi.org/10.1080/00401706.1980.10486139.
Tang, X.-S., D.-Q. Li, G. Rong, K.-K. Phoon, and C.-B. Zhou. 2013. “Impact of copula selection on geotechnical reliability under incomplete probability information.” Comput. Geotech. 49 (Apr): 264–278. https://doi.org/10.1016/j.compgeo.2012.12.002.
Tong, Y. L. 1990. “Order statistics of normal variables.” Chap. 6 in The multivariate normal distribution, 123–149. Berlin: Springer.
Xiao, S., J. Zhang, J. Ye, and J. Zheng. 2021. “Establishing region-specific NVs relationships through hierarchical Bayesian modeling.” Eng. Geol. 287 (6): 106105. https://doi.org/10.1016/j.enggeo.2021.106105.
Zhang, D., Y. Zhou, K.-K. Phoon, and H. Huang. 2020. “Multivariate probability distribution of Shanghai clay properties.” Eng. Geol. 273 (Aug): 105675. https://doi.org/10.1016/j.enggeo.2020.105675.
Zhang, J. Z., H. W. Huang, D. M. Zhang, K. K. Phoon, Z. Q. Liu, and C. Tang. 2021a. “Quantitative evaluation of geological uncertainty and its influence on tunnel structural performance using improved coupled Markov chain.” Acta Geotech. https://doi.org/10.1007/s11440-021-01287-6.
Zhang, J. Z., H. W. Huang, D. M. Zhang, M. L. Zhou, C. Tang, and D. J. Liu. 2021b. “Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil.” Comput. Geotech. 136: 104229. https://doi.org/10.1016/j.compgeo.2021.104229.
Zhao, Y.-G., and T. Ono. 2000. “Third-moment standardization for structural reliability analysis.” J. Struct. Eng. 126 (6): 724–732. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:6(724).
Zhao, Y.-G., Y.-Y. Weng, and Z.-H. Lu. 2021. “An orthogonal normal transformation of correlated non-normal random variables for structural reliability.” Probab. Eng. Mech. 64 (Apr): 103130. https://doi.org/10.1016/j.probengmech.2021.103130.

Information & Authors

Information

Published In

Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 8Issue 1March 2022

History

Received: May 30, 2021
Accepted: Sep 8, 2021
Published online: Oct 21, 2021
Published in print: Mar 1, 2022
Discussion open until: Mar 21, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Student, Key Laboratory of Geotechnical and Underground Engineering of Minister of Education and Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. ORCID: https://orcid.org/0000-0003-4120-1311. Email: [email protected]
Professor, Key Laboratory of Geotechnical and Underground Engineering of Minister of Education and Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: https://orcid.org/0000-0001-7652-1919. Email: [email protected]
Hongwei Huang, Aff.M.ASCE [email protected]
Professor, Key Laboratory of Geotechnical and Underground Engineering of Minister of Education and Dept.t of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Associate Professor, Key Laboratory of Geotechnical and Underground Engineering of Minister of Education and Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. ORCID: https://orcid.org/0000-0002-0363-9702. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Modifying the Tailored Clustering Enabled Regionalization (TCER) framework for outlier site detection and inference efficiency, Engineering Geology, 10.1016/j.enggeo.2024.107537, (107537), (2024).
  • A new conjecture: the high-order difference of prime sequence approximately obeys the normal distribution, Second International Conference on Applied Statistics, Computational Mathematics, and Software Engineering (ASCMSE 2023), 10.1117/12.2692923, (159), (2023).
  • Using Multivariate Normal Distribution and Poisson Distribution for Spawn Items in Battle Royale Games, 2023 IEEE 17th International Conference on Application of Information and Communication Technologies (AICT), 10.1109/AICT59525.2023.10313181, (1-6), (2023).
  • An Integrated Uncertainty Quantification Framework for Probabilistic Seismic Hazard Analysis, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 10.1061/AJRUA6.RUENG-1035, 9, 2, (2023).
  • Statistical modeling of multivariate loess properties in Taiyuan using regular vine copula with optimized tree structure, Transportation Geotechnics, 10.1016/j.trgeo.2023.101025, 41, (101025), (2023).
  • Smart database design for concrete durability analysis - An application in the Hongkong-Zhuhai-Macau bridge, Cement and Concrete Research, 10.1016/j.cemconres.2022.107033, 163, (107033), (2023).
  • Floral initiation in gooseberry ( Ribes uva-crispa L.) and its control by daylength and temperature , The Journal of Horticultural Science and Biotechnology, 10.1080/14620316.2021.2009743, 97, 3, (336-345), (2022).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share