基于岩石峰前起裂及峰后特征的脆性评价方法

doi:10.11779/CJGE202204020

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摘要现有研究表明岩石脆性与其内部微裂纹起裂、扩展有密切联系,但考虑岩石起裂特征的脆性评价指数并不多见,在对脆性理论以及起裂特征分析的基础上,提出了一种基于岩石峰前起裂及峰后特征的脆性评价方法。首先,结合George和Tarasov & Potvin等对脆性的描述和定义,从理论上分析了基于岩石峰前起裂及峰后特征脆性评价方法的可行性。其次,构建了表征岩石峰前脆性特征的分量B_i和表征岩石峰后脆性特征的分量B_ii,并将两者之积作为表征峰前起裂和峰后应力跌落特征的脆性指数B_I。最后,结合不同加载方式、围压以及岩性条件下花岗岩、砂岩和大理岩试验数据对其进行了验证。结果显示：围压5~35 MPa时,大理岩脆性与围压呈负相关关系;围压5 MPa时,三轴卸荷试验条件下花岗岩脆性比三轴压缩试验条件下大。花岗岩、砂岩、大理岩相应的脆性指数B_I值分别为0.684,0.336,0.186,计算结果与试验结果吻合。提供了一种从起裂和应力跌落角度评价岩石脆性的新思路,对丰富室内岩石脆性分析与评价具有一定指导意义。

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	高美奔
	李天斌
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	孟陆波
	马春驰
	张岩
	阴红宇
	钟雨奕

关键词 ：岩石力学, 硬岩, 起裂, 脆性指数, 峰后特征

Abstract：The existing researches show that the brittleness of rock is closely related to the initiation and propagation of internal microcracks, but there are few brittleness evaluation indexes considering the characteristics of rock initiation. Based on the theoretical analysis of brittleness and the characteristics of rock initiation, a brittleness evaluation method is proposed based on the pre-peak initiation and post-peak characteristics of rocks. Firstly, based on the descriptions and definitions of brittleness by George, Tarasov & Potvin et al., the feasibility of evaluation method based on the pre-peak crack initiation and post-peak characteristic brittleness is theoretically analyzed. Secondly, component B_i representing pre-peak brittleness of rocks and component B_ii representing the post-peak brittleness of rocks are constructed, and the product of the two is the brittleness index B_I representing the pre-peak fracture initiation and post-peak stress drop. Finally, it is verified based on the test data of granite, sandstone and marble under different loading methods, confining pressures and lithology conditions. The results show that the brittleness of marble decreases with the increase of confining pressure from 5 to 35 MPa. At confining pressure of 5 MPa, the brittleness of granite under the triaxial unloading tests is greater than that under the triaxial compression tests. The values of the corresponding brittleness index B_I of granite, sandstone and marble are 0.684, 0.336 and 0.186 respectively, and the calculated results are consistent with the experimental ones. This study provides a new way to evaluate the rock brittleness from the perspective of crack initiation and stress drop, which has guiding significance to enrich the analysis and evaluation of indoor rock brittleness.

Key words： rock mechanics hard rock crack initiation brittleness index post-peak characteristic

收稿日期: 2021-03-11

ZTFLH:

TU452

基金资助:国家自然科学基金项目（42130719,U19A20111）

通讯作者: *（E-mail: ltb@cdut.edu.cn）

作者简介: 高美奔(1988— ),男,讲师,主要从事岩石力学与岩土工程方面的教学与研究工作。E-mail: 578209337@qq.com。

引用本文:

高美奔, 李天斌, 陈国庆, 孟陆波, 马春驰, 张岩, 阴红宇, 钟雨奕. 基于岩石峰前起裂及峰后特征的脆性评价方法[J]. 岩土工程学报, 2022, 44(4): 762-768. GAO Mei-ben, LI Tian-bin, CHEN Guo-qing, MENG Lu-bo, MA Chun-chi, ZHANG Yan, YIN Hong-yu, ZHONG Yu-yi. Brittleness evaluation method based on pre-peak crack initiation and post-peak characteristics of rock. Chinese J. Geot. Eng., 2022, 44(4): 762-768.

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http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/10.11779/CJGE202204020 或 http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/Y2022/V44/I4/762

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