| Authors | Kamran Najafvand,Mehdi Amini,Edmund Medley |
| Journal | Bulletin of Engineering Geology and the Environment |
| Page number | 382-401 |
| Serial number | 83 |
| Volume number | 10 |
| IF | 1.901 |
| Paper Type | Full Paper |
| Published At | 2024 |
| Journal Grade | ISI |
| Journal Type | Typographic |
| Journal Country | Belgium |
| Journal Index | JCR،Scopus |
Abstract
Heterogeneous geological mixes with stronger blocks in a weaker matrix originate from several geological processes.
Depending on the matrix cementation and block-matrix contact strengths, these mixes are bimrocks or bimsoils. For excavations,
slopes, dams, tunnels, and open-pit mines, bimrock and bimsoil geomechanical characteristics are challenging to
measure. The volumetric block proportion (VBP) is one of the most important properties. Given the usual geotechnical
methods of 1D drilling explorations and 2D outcrop mapping, site-scale VBP estimate is problematic. Herein, 1D Linear
Block Proportions (LBPs) were used to estimate VBPs in cubic physical models with nominal VBPs of 20, 30, 40, 50,
and 60%. The cubic models were cut into slabs, and the LBPs were measured along scan lines on each slab to simulate
boreholes bored into bimrock masses. Stereologically, the 25 models’ VBPs were believed to match their LBPs. These
varied substantially from the target nominal VBPs for each model. The Monte Carlo-type approach was used to analyze
the uncertainties (errors) between LBPs assumed to be VBPs and true VBPs. The results showed that a VBP can be estimated
for any length of drilling by applying the uncertainty factor to the LBP measurement. The optimal drilling lengths
and drilling patterns for a bimrock/bimsoil were also investigated. The results showed that selecting these two parameters
for drilling is a function of VBP and the desired error in estimation. Graphs are presented for selecting a drilling program
and desired uncertainty at the site scale, which will be helpful for geopractitioners.
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