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叶巴滩水电站主变室顶拱塌方机理及治理措施研究

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针对叶巴滩水电站主变室顶拱塌方现象,从塌方岩体物理力学性质入手,综合考虑地应力、断层、地下水、施工扰动等因素,深入开展塌方机理及及工程治理措施的研究.研究结果表明:塌方段岩体力学特性较原岩体显著弱化,岩石的承载能力被大幅削弱;在岩体力学性能弱化、断层、高地应力、地下水及强开挖扰动综合因素作用下,导致了顶拱的塌方;本文提出的综合治理措施包括了塌腔体本身及周边岩体,由近及远,空间上层次分明,针对性强,可为类似工程提供参考意义.
Mechanism and Measures Research on the Crown Overbreak in Yebatan Hydropower Project's Main Transformer Room
In response to the crown overbreak in the main transformer room in Yebatan Hydropower Project,from its physical and mechanical properties of the collapsed rock mass,combined with factors such as geostress,faults,groundwater,and construction disturbance,in-depth research is conducted on the collapse mechanism and engineering treatment measures.The research results indicate that the mechanical properties of the collapsed rock mass are significantly weakened compared to the original rock mass,and the bearing ca-pacity of the rock greatly weakened;the crown overbreak was resulted from the combined effects of weakened rock mechanics,faults,high ground stress,groundwater,and strong excavation disturbance;Comprehensive governance measures proposed in this article include the collapse cavity itself and the surrounding rock mass,with clear spatial hierarchy from near to far,strong targeting,and can provide reference significance for simi-lar projects.

Underground cavernsMain transformer roomCrown overbreakAltered rockStability of sur-rounding rockGovernance measures

张利、何周、何建华

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华电金沙江上游水电开发有限公司波罗(岗托)水电站建设公司筹备处,四川 成都 610095

中国电建集团成都勘测设计研究院有限公司,四川 成都 610072

地下洞室 主变室 顶拱塌方 蚀变岩 围岩稳定 治理措施

2024

四川水力发电
四川省水力发电工程学会

四川水力发电

影响因子:0.211
ISSN:1001-2184
年,卷(期):2024.43(6)