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  4. Generic transformation models for some intact rock properties
 
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Generic transformation models for some intact rock properties

Journal
Canadian Geotechnical Journal
Journal Volume
55
Journal Issue
12
Pages
1702-1741
Date Issued
2018
Author(s)
Ching, J.
Li, K.-H.
Phoon, K.-K.
MENG-CHIA WENG  
JIAN-YE CHING  
DOI
10.1139/cgj-2017-0537
URI
https://scholars.lib.ntu.edu.tw/handle/123456789/437081
URL
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056380339&doi=10.1139%2fcgj-2017-0537&partnerID=40&md5=f3b658a3fe85d810d519c474f4a0409b
Abstract
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 13.1% 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.
SDGs

[SDGs]SDG11

Type
journal article

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