地下厂房岩体蚀变带现场调查研究与稳定控制
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TV731.6

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Field investigation and stability control of rock mass alteration zone in an underground powerhouse
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    摘要:

    杨房沟大型地下厂房高边墙及岩壁吊车梁部位发育岩体蚀变带,严重影响围岩及结构的稳定。通过系统分析岩体蚀变洞段的宏观地质条件、监测变形特征、声波检测资料及岩石力学试验,提出了基于岩体纵波波速的岩体质量分区、力学参数综合评估方法,查明了该不良地质体的围岩质量空间分区及演化特征,该方法可以快速、动态、定量地将检测结果与数值模拟技术有机结合。在此基础上,联合监测反馈分析建立了可靠的数值模型,对岩体蚀变带的不利影响开展定量分析评价,并提出了施工期安全预警标准,为工程采取合理的施工方案和积极主动的防护加固措施提供了支撑依据。

    Abstract:

    The rock mass alteration zone developed in the high sidewall and rock wall crane beam of the Yangfanggou large underground powerhouse seriously affects the stability of surrounding rocks and structures. Firstly, the macrogeological conditions, monitoring deformation characteristics, acoustic wave detection data and rock mechanics tests of the surrounding rock affected by the alteration rock were analyzed, and a method of rock mass quality zoning and comprehensive evaluation of rock mass mechanical parameters based on the rock Pwave velocity was proposed. Simultaneously, the spatial division and evolution characteristics of the unfavorable geological body were also identified, which can combine the detection results with numerical simulation technology quickly, dynamically and quantitatively. Then, by constructing a reliable numerical model, quantitative analysis and evaluation of the adverse effects of the rock alteration zone were carried out, and the safety warning standard during construction was proposed. The results provide support for reasonable construction plans and active protection and reinforcement measures.

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钟谷良,周勇,潘兵,等.地下厂房岩体蚀变带现场调查研究与稳定控制[J].水利水电科技进展,2021,41(4):67-74.(ZHONG Guliang, ZHOU Yong,,et al. Field investigation and stability control of rock mass alteration zone in an underground powerhouse[J]. Advances in Science and Technology of Water Resources,2021,41(4):67-74.(in Chinese))

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  • 在线发布日期: 2021-09-13
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