完整後設資料紀錄
DC 欄位語言
dc.contributor.authorChing, Jianyeen_US
dc.contributor.authorLi, Kuang-Haoen_US
dc.contributor.authorPhoon, Kok-Kwangen_US
dc.contributor.authorWeng, Meng-Chiaen_US
dc.date.accessioned2019-04-02T05:59:06Z-
dc.date.available2019-04-02T05:59:06Z-
dc.date.issued2018-12-01en_US
dc.identifier.issn0008-3674en_US
dc.identifier.urihttp://dx.doi.org/10.1139/cgj-2017-0537en_US
dc.identifier.urihttp://hdl.handle.net/11536/148505-
dc.description.abstractA 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 13.1% metamorphic rock. The vast majority (>95%) of intact rocks in the database are in their natural moisture contents. About 14% of the data points are for weathered rocks and about 4% are foliated metamorphic rock. It is found that most existing transformation models are data-specific or site-specific in the sense that they fit well to their own calibration databases, but do not necessarily fit well to ROCK/9/4069. One can infer that transformation models for intact rocks are more data-site dependent than those for soils. It is evident that ROCK/9/4069 has coverage wider than most existing transformation models. The ROCK/9/4069 database is then adopted to calibrate the bias and variability of existing transformation models. Transformation models with relatively large application ranges and relatively small transformation uncertainties are selected as generic transformation models. These generic models can be valuable for scenarios where site-specific models are not available, e.g., construction projects with insufficient budget or the preliminary design stage of a project.en_US
dc.language.isoen_USen_US
dc.subjectintact rock propertiesen_US
dc.subjectROCK/9/4069en_US
dc.subjectuniaxial compressive strengthen_US
dc.subjectYoung's modulusen_US
dc.subjecttransformation modelen_US
dc.titleGeneric transformation models for some intact rock propertiesen_US
dc.typeArticleen_US
dc.identifier.doi10.1139/cgj-2017-0537en_US
dc.identifier.journalCANADIAN GEOTECHNICAL JOURNALen_US
dc.citation.volume55en_US
dc.citation.spage1702en_US
dc.citation.epage1741en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000451220100002en_US
dc.citation.woscount1en_US
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