Similarity quantification of soil parametric data and sites using confidence ellipses

被引:51
作者
Han, Liang [1 ]
Wang, Lin [1 ]
Ding, Xuanming [1 ,2 ,3 ]
Wen, Haijia [1 ,2 ,3 ]
Yuan, Xingzhong [2 ]
Zhang, Wengang [1 ,2 ,3 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China
[3] Chongqing Univ, Natl Joint Engn Res Ctr Geohazards Prevent Reserv, Chongqing 400045, Peoples R China
来源
GEOSCIENCE FRONTIERS | 2022年 / 13卷 / 01期
基金
中国国家自然科学基金;
关键词
Soil parameters; Site; Confidence ellipse; Similarity; CLAY PARAMETERS; SELECTION; SYSTEM; HEALTH;
D O I
10.1016/j.gsf.2021.101280
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
This paper presents a confidence ellipse-based method to evaluate the similarity of soil parametric data using the database from the site investigation reports. Then, the obtained similarity assessment results of parametric data are used to further estimate the site similarity via two proposed strategies, namely the mean and weighted mean approaches. The former referred to the average of parametric data similarity degrees, while the latter was the weighted average, and the weight was calculated using the coefficient of variation (COV) of each parameter. For illustration, the liquidity index (LI) dataset was firstly used to explore the performance of the presented method in the evaluation of parametric data similarity. Subsequently, the site similarity was assessed and the effects of numbers and weights of selected parameters for study were systematically studied. Lastly, the transformation models about the relationships between Cc and x as well as between Cc and e0 were constructed to illustrate the application of the similarity analysis in reduction of transformation uncertainty. Results show that the greatest site similarity degree is at about 0.76 in this study, and the maximum decrease of transformation uncertainty can reach up to 18% and 25.5% as union parametric data similarity degree increases. Moreover, the site similarity degree represents the whole similarity between two different sites, and the presented union parameter similarity degree maintains a good agreement with transformation uncertainty. (c) 2021 China University of Geosciences (Beijing) and Peking University. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/ licenses/by-nc-nd/4.0/).
引用
收藏
页数:13
相关论文
共 35 条
[1]   Influence of rock property correlation on reliability analysis of rock slope stability: From property characterization to reliability analysis [J].
Aladejare, Adeyemi Emman ;
Wang, Yu .
GEOSCIENCE FRONTIERS, 2018, 9 (06) :1639-1648
[2]  
Azzouz A.S., 1976, SOILS FDN, V16, P19, DOI [https://doi.org/10.3208/sandf1972.16.2_19, DOI 10.3208/SANDF1972.16.2_19]
[3]   Construction and evaluation of confidence ellipses applied at sensory data [J].
Cadoret, Marine ;
Husson, Francois .
FOOD QUALITY AND PREFERENCE, 2013, 28 (01) :106-115
[4]   Bayesian Approach for Probabilistic Site Characterization Using Cone Penetration Tests [J].
Cao, Zijun ;
Wang, Yu .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (02) :267-276
[5]   Constructing a Site-Specific Multivariate Probability Distribution Using Sparse, Incomplete, and Spatially Variable (MUSIC-X) Data [J].
Ching, Jianye ;
Phoon, Kok-Kwang .
JOURNAL OF ENGINEERING MECHANICS, 2020, 146 (07)
[6]   Measuring Similarity between Site-Specific Data and Records from Other Sites [J].
Ching, Jianye ;
Phoon, Kok-Kwang .
ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, 2020, 6 (02)
[7]   Constructing Site-Specific Multivariate Probability Distribution Model Using Bayesian Machine Learning [J].
Ching, Jianye ;
Phoon, Kok-Kwang .
JOURNAL OF ENGINEERING MECHANICS, 2019, 145 (01)
[8]   Estimating horizontal scale of fluctuation with limited CPT soundings [J].
Ching, Jianye ;
Wu, Tsai-Jung ;
Stuedlein, Armin W. ;
Bong, Taeho .
GEOSCIENCE FRONTIERS, 2018, 9 (06) :1597-1608
[9]   Identifiability of Geotechnical Site-Specific Trend Functions [J].
Ching, Jianye ;
Phoon, Kok-Kwang ;
Beck, James L. ;
Huang, Yong .
ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, 2017, 3 (04)
[10]   Characterizing Uncertain Site-Specific Trend Function by Sparse Bayesian Learning [J].
Ching, Jianye ;
Phoon, Kok-Kwang .
JOURNAL OF ENGINEERING MECHANICS, 2017, 143 (07)