曹洋兵, 陈玉华, 黄真萍, 刘成禹, 邱冬冬. 2020: 不同含水率条件下花岗岩脆性特征评价指标研究. 工程地质学报, 28(1): 29-38. DOI: 10.13544/j.cnki.jeg.2019-127
    引用本文: 曹洋兵, 陈玉华, 黄真萍, 刘成禹, 邱冬冬. 2020: 不同含水率条件下花岗岩脆性特征评价指标研究. 工程地质学报, 28(1): 29-38. DOI: 10.13544/j.cnki.jeg.2019-127
    CAO Yangbing, CHEN Yuhua, HUANG Zhenping, LIU Chengyu, QIU Dongdong. 2020: STUDY ON EVALUATION INDEX OF BRITTLENESS CHARACTERISTICS OF GRANITE UNDER DIFFERENT WATER CONTENT CONDITIONS. JOURNAL OF ENGINEERING GEOLOGY, 28(1): 29-38. DOI: 10.13544/j.cnki.jeg.2019-127
    Citation: CAO Yangbing, CHEN Yuhua, HUANG Zhenping, LIU Chengyu, QIU Dongdong. 2020: STUDY ON EVALUATION INDEX OF BRITTLENESS CHARACTERISTICS OF GRANITE UNDER DIFFERENT WATER CONTENT CONDITIONS. JOURNAL OF ENGINEERING GEOLOGY, 28(1): 29-38. DOI: 10.13544/j.cnki.jeg.2019-127

    不同含水率条件下花岗岩脆性特征评价指标研究

    STUDY ON EVALUATION INDEX OF BRITTLENESS CHARACTERISTICS OF GRANITE UNDER DIFFERENT WATER CONTENT CONDITIONS

    • 摘要: 准确评价花岗岩在不同含水率条件下的脆性特征对此类工程岩体稳定性评价具有重要的意义。总结国内外现有岩石脆性评价指标,着重对基于应力-应变曲线特征的指标适用性和准确性进行详细分析和讨论,结合单轴压缩条件下花岗岩脆性特征随含水率增加而逐渐降低的试验规律,指出目前常用的基于应力-应变曲线特征的指标难以全面准确反映不同含水率花岗岩脆性特征。基于此,综合考虑全过程应力-应变曲线及峰后破坏时间,应用峰值应变表征峰前脆性特征、峰后应力跌落速率及应变增长速率表征峰后脆性特征,由此提出一种能全面反映花岗岩变形破坏全过程的脆性评价新指标Bd。经试验证实,新指标Bd能够准确地反映出花岗岩在不同含水率条件下的脆性变化趋势,相比其他脆性评价指标具有一定优越性。研究成果对丰富和改进现有的岩石脆性评价指标具有一定的参考意义和价值。

       

      Abstract: Accurately evaluation of brittleness characteristics of granite under different water content is of great significance to rock mass stability evaluation. The existing rock brittleness evaluation indices are summarized. The indices based on stress-strain curve are analyzed in detail. The brittleness of granite decreases with the increase of water content under uniaxial compression,but experiment results show that the indices which based on the stress-strain curve are difficult to accurately reflect the brittleness characteristics of granite under different water contents. So a new brittleness index Bd is proposed and can fully reflect the whole process of granite deformation and failure. Considering the whole process stress-strain curve and the post peak failure time,the new index Bd uses the peak strain to characterize the pre-peak brittleness characteristics and uses the post peak stress drop rate and the post peak strain growth rate to characterize the post-peak brittleness characteristics. It is proved by experiments that the index Bd can accurately reflect the trend that the granite brittleness decreases with the increase of water content. The new index Bd has superiority over the other brittleness indices. The research results can provide some references and help to enrich and improve the rock brittle characteristics evaluation methods.

       

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