Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Kuang Hao Li"'
Publikováno v:
Canadian Geotechnical Journal. 56:1080-1097
A multivariate probability distribution model for nine parameters of intact rocks, including unit weight (γ), porosity (n), L-type Schmidt hammer hardness (RL), Shore scleroscope hardness (Sh), Brazilian tensile strength (σbt), point load strength
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62b7b7477d220bf09d05e3855478c41a
https://doi.org/10.1139/cgj-2018-0175
https://doi.org/10.1139/cgj-2018-0175
Publikováno v:
Canadian Geotechnical Journal. 55:1702-1741
A global intact rock database of nine parameters, including uniaxial compressive strength and Young’s modulus, is compiled from 184 studies. This database, labeled as “ROCK/9/4069”, consists of 27.5% igneous rock, 59.4% sedimentary rock, and 13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a06f8ea8a209523bc68117166401e3cd
https://doi.org/10.1139/cgj-2017-0537
https://doi.org/10.1139/cgj-2017-0537
Autor:
Kuang-Hao Li, 黎光皓
105
Comparing with safety factor method, reliability-based design method can quantify the uncertainty to design geotechnical structure in a more systematical and economical design. In this study, a multivariate probability distribution model for
Comparing with safety factor method, reliability-based design method can quantify the uncertainty to design geotechnical structure in a more systematical and economical design. In this study, a multivariate probability distribution model for
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/6we3ds
