Investigation of scale effect of numerical unconfined compression strengths of virtual colluvial-deluvial soil-rock mixture Academic Article uri icon

abstract

  • 2015. A series of numerical unconfined compression tests for virtual pseudo three-dimensional colluvial-deluvial soil-rock mixture (CDSRM) specimens with different areal block proportions (. BPs), sizes and slenderness ratios were conducted to study the variations of strength, deformability and failure process. Surrogate models of the specimens were generated on the basis of statistical characterization of the mesostructures extracted from the outcrop images of Baishuihe landslide site located in Three Gorges Reservoir Area of China. We find that the strength exhibits reduction for higher BPs and exhibits enhancement for lower BPs when the size increases and become asymptotic eventually. The deformability shows a monotonically increasing linear correlation with the specimen size for most BP scenarios. Simultaneously, the strength and deformability values decrease with the specimen slenderness monotonously. These findings are different from the previous assumption that the geo-mechanical behavior of bimrock is scale-independent. Comparing the observations of this study with the reported scale effect of other geotechnical materials, we conjecture that the scale effect is due to the block size and distribution.

published proceedings

  • INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES

author list (cited authors)

  • Zhang, S., Tang, H., Zhan, H., Lei, G., & Cheng, H.

citation count

  • 48

complete list of authors

  • Zhang, Shu||Tang, Huiming||Zhan, Hongbin||Lei, Guoping||Cheng, Hao

publication date

  • January 2015