Variability of mechanical properties of bimrock

Y. M. Tien, Y. C. Lu, H. H. Cheng

研究成果: 書貢獻/報告類型會議論文篇章同行評審

5 引文 斯高帕斯(Scopus)

摘要

This paper used PFC2D to simulate bimrock mechanical behaviors under uniaxial compressive tests and presents the means and variances of uniaxial compressive strength (UCS), Young's modulus (E), and Poisson's ratios (o) for various volume fractions and strain gauge lengths. The results show that UCS, E, and v increase as Vf increases, and simulated E and ν were consistent with the differential scheme and Hashin-Shtrikman bounds. In quantifying the uncertainty of Young's modulus and Poisson's ratio measurements using a strain gauge, the measurement uncertainties initially increase and then decrease with increasing Vf, when Vf =0.3∼0.4 (0 or 1), Young's modulus and Poisson's ratio reach a maximum (minimum) value. In addition, crack propagation was also observed and discussed in this paper.

原文???core.languages.en_GB???
主出版物標題49th US Rock Mechanics / Geomechanics Symposium 2015
發行者American Rock Mechanics Association (ARMA)
頁面1125-1132
頁數8
ISBN(電子)9781510810518
出版狀態已出版 - 2015
事件49th US Rock Mechanics / Geomechanics Symposium - San Francisco, United States
持續時間: 29 6月 20151 7月 2015

出版系列

名字49th US Rock Mechanics / Geomechanics Symposium 2015
2

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???event.eventtypes.event.conference???49th US Rock Mechanics / Geomechanics Symposium
國家/地區United States
城市San Francisco
期間29/06/151/07/15

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