Numerical Study on Anisotropy of the Representative Elementary Volume of Strength and Deformability of Jointed Rock Masses
Autor: | Hong Li, Yingchun Li, Wan-run Li, Zheng Zhao Liang, Na Wu |
---|---|
Rok vydání: | 2019 |
Předmět: |
Monte Carlo method
0211 other engineering and technologies Geology 02 engineering and technology Mechanics 010502 geochemistry & geophysics Geotechnical Engineering and Engineering Geology 01 natural sciences Media theory Compressive strength Representative elementary volume Anisotropy Elastic modulus Joint (geology) Scale effect 021101 geological & geomatics engineering 0105 earth and related environmental sciences Civil and Structural Engineering |
Zdroj: | Rock Mechanics and Rock Engineering. 52:4387-4402 |
ISSN: | 1434-453X 0723-2632 |
DOI: | 10.1007/s00603-019-01859-9 |
Popis: | Representative elementary volume (REV) is a significant parameter in analyzing the size effect and the continuous media theory of natural jointed rock masses. Generalized RVEs, which include the REV of jointed rock masses (RREV) and the REV of mechanical parameters of jointed rock masses (PREV), were introduced and investigated based on the anisotropy of natural jointed rock masses. A two-dimensional model was developed based on the available geology, material heterogeneity and Monte Carlo simulation of joint network. The size effect and anisotropy of the elastic modulus and the uniaxial compressive strength (UCS) of jointed rock masses were investigated, and then, the PREV was determined. Numerical results showed that the PREVs for both the elastic modulus and UCS exhibited strong anisotropy. The RREV dimension was determined as 14 × 14 m based on the PREV of different rotational directions. The equivalent mechanical parameters of the elastic modulus and UCS were determined for different rotational directions. It is suggested that the anisotropy of the PREV should be considered when the RREV and corresponding equivalent mechanical parameters are assessed. |
Databáze: | OpenAIRE |
Externí odkaz: |