Characterizing multivariate, asymmetric, and multimodal distributions of geotechnical data with dual-stage missing values: BASIC-H-Reference-Cited by-同舟云学术

Characterizing multivariate, asymmetric, and multimodal distributions of geotechnical data with dual-stage missing values: BASIC-H

Published:2024-01-02 Issue:1 Volume:18 Page:85-106
ISSN:1749-9518
Container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
language:en
Short-container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Author:

Mu He-Qing¹²,Zhao Zi-Tong³⁴,Yuen Ka-Veng³⁴

Affiliation:

1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, People's Republic of China

2. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, People's Republic of China

3. State Key Laboratory of Internet of Things for Smart City and Department of Civil and Environmental Engineering, University of Macau, Macau, People's Republic of China

4. Guangdong–Hong Kong-Macau Joint Laboratory for Smart Cities, People's Republic of China

Funder

Science and Technology Development Fund

State Key Laboratory of Internet of Things for Smart City

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology

Natural Science Foundation of Guangdong Province, China

Pearl River S&T Nova Program of Guangzhou

Science and Technology Development Fund, Macau SAR

University of Macau

Guangdong-Hong Kong-Macau Joint Laboratory Program

National Key R&D Program of China

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17499518.2024.2313482

Reference71 articles.

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3. Box, G. E. P., and G. C. Tiao. 2011. Bayesian Inference in Statistical Analysis. The United States of America: John Wiley & Sons.

4. Comprehensive statistical analysis of intact rock strength for reliability-based design

5. Bayesian Model Comparison and Characterization of Undrained Shear Strength

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