Generic transformation models for some intact rock properties

Jianye Ching*, Kuang Hao Li, Kok Kwang Phoon, Meng-Chia Weng

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

8 Scopus citations

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.

Original languageEnglish
Pages (from-to)1702-1741
Number of pages40
JournalCanadian Geotechnical Journal
Volume55
Issue number12
DOIs
StatePublished - 1 Jan 2018

Keywords

  • Intact rock properties
  • ROCK/9/4069
  • Transformation model
  • Uniaxial compressive strength
  • Young’s modulus

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