Multivariate probability distribution for some intact rock properties

被引:32
作者
Ching, Jianye [1 ]
Phoon, Kok-Kwang [2 ]
Li, Kuang-Hao [1 ]
Weng, Meng-Chia [3 ]
机构
[1] Natl Taiwan Univ, Dept Civil Engn, Taipei, Taiwan
[2] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore, Singapore
[3] Natl Chiao Tung Univ, Dept Civil Engn, Hsinchu, Taiwan
关键词
intact rock properties; multivariate probability distribution; correlations; Bayesian analysis; transformation models; UNIAXIAL COMPRESSIVE STRENGTH; ANNEX D RELIABILITY; TRANSFORMATION MODELS; CLAY PARAMETERS; MODULUS; SELECTION; DATABASE;
D O I
10.1139/cgj-2018-0175
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A multivariate probability distribution model for nine parameters of intact rocks, including unit weight (gamma), porosity (n), L-type Schmidt hammer hardness (R-L), Shore scleroscope hardness (S-h), Brazilian tensile strength (sigma(bt)), point load strength index (Is(50)), uniaxial compressive strength (sigma(c)), Young's modulus (E), and P-wave velocity (V-p), is constructed based on the ROCK/9/4069 database that was compiled by the authors. It is shown that the multivariate probability distribution captures the correlation behaviors in the database among the nine parameters. This multivariate distribution model serves as a prior distribution model in the Bayesian analysis and can be updated into the posterior distribution of the design intact rock parameter when multivariate site-specific information is available. In this paper, the parameters for the posterior distribution of the design intact rock parameter are summarized into user-friendly tables so that engineers do not need to conduct the actual Bayesian analysis. Caution should be taken in extrapolating the results of this paper to cases that are not covered by ROCK/9/4069, because the resulting posterior distribution can be misleading.
引用
收藏
页码:1080 / 1097
页数:18
相关论文
共 43 条
[1]  
Aladejare AE, 2017, GEORISK, V11, P22, DOI 10.1080/17499518.2016.1207784
[2]  
Anderson N., 2008, EC130 TRANSP RES BOA
[3]  
[Anonymous], THESIS
[4]  
[Anonymous], 2015, 2394 ISO
[5]   The Schmidt hammer in rock material characterization [J].
Aydin, A ;
Basu, A .
ENGINEERING GEOLOGY, 2005, 81 (01) :1-14
[6]  
Brown E.T., 1981, Rock characterization, Testing and monitoring, ISRM suggested methods
[7]  
CEN, 2004, EN 1997-1:2004: Eurocode 7: Geotechnical Design-Part 1: General Rules
[8]  
Ching J., 2015, RISK RELIABILITY GEO
[9]   Generic transformation models for some intact rock properties [J].
Ching, Jianye ;
Li, Kuang-Hao ;
Phoon, Kok-Kwang ;
Weng, Meng-Chia .
CANADIAN GEOTECHNICAL JOURNAL, 2018, 55 (12) :1702-1741
[10]   Constructing Site-Specific Multivariate Probability Distribution Model Using Bayesian Machine Learning [J].
Ching, Jianye ;
Phoon, Kok-Kwang .
JOURNAL OF ENGINEERING MECHANICS, 2019, 145 (01)