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干热河谷岸坡消落带砂岩节理劣化机制研究

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乌东德库区处于干热河谷区域,在库水位周期性升降变化条件下,消落带岩体处于热湿循环作用状态.为研究热湿循环作用下节理岩体的损伤演化机制,设计进行砂岩节理热湿循环和重复剪切次序作用试验,并分析砂岩节理的剪切性能、节理面形貌特征及能量参数的演化规律.研究结果表明:(1)在12个热湿循环周期内,砂岩节理面的剪切力学参数和形貌参数均呈先快速降低后缓慢趋稳的劣化规律,其中前3个周期各参数劣化幅度明显较大,而后劣化趋势逐渐变缓,并在8个周期后趋于稳定.(2)随着热湿循环周期的增加,砂岩节理在剪切过程中的总能量和耗散能逐渐减小,其变化趋势与力学参数一致,比较而言弹性能变化相对较小,耗散能变化趋势明显.(3)热湿循环作用下砂岩节理剪切性能的损伤机制包括3个方面:①热湿循环对岩壁强度和节理面形貌的损伤作用;②重复剪切作用对节理面形貌的改变和岩壁一定深度范围内岩体的损伤作用;③热湿循环和重复剪切次序作用对节理面损伤的相互促进作用.相关研究方法和结果可为干热河谷区域库岸边坡消落带岩体节理的热湿循环损伤劣化分析提供较好的参考.
Study on degradation mechanisms of sandstones joints in the hydro-fluctuation zones of dry-hot valley bank slopes
Since the Wudongde reservoir area is located in the dry-hot valley area,the rock mass in the hydro-fluctuation zone is in the heat and wet cycle state.In order to study the damage evolution mechanism of sandstone joints under the action of the heat and wet cycle,the heat and wet cycles and repeated shear tests were designed and conducted on sandstone joints to analyze the shear resistance,the joint surface morphology characteristics,and the evolution law of energy parameters.The research results indicate that:(1)within 12 heat and wet cycles,the shear mechanical parameters and dimensional morphology parameters of sandstone joint surfaces show a degradation pattern of first rapid decrease and then slow stabilization.Among them,the degradation amplitude of each parameter in the first 3 cycles is significantly larger,and then the degradation trend gradually slows down,and tends to stabilize after 8 cycles.(2)As the heat and wet cycle increases,the total energy and dissipated energy of sandstone joints gradually decrease during the shear process,and their changing trend is consistent with the mechanical parameters.In comparison,the change in elastic energy is relatively small,and the trend in dissipated energy is obvious.(3)The shear performance damage mechanism of sandstone joints under the heat and wet cycle includes three aspects.Firstly,the damage effect of the heat and wet cycle on rock wall strength and joint surface morphology.Secondly,the change of joint surface morphology caused by repeated shear and the damage effect of rock mass within a certain depth range of rock wall.Thirdly,the mutual promotion effect of the heat and wet cycle and repeated shear sequence on joint surface damage.The relevant methods and results can provide a good reference for the heat and wet cycle damage degradation analysis of rock joints in the dry-hot hydro-fluctuation zone of the reservoir bank slope.

rock mechanicshydro-fluctuation zoneheat and wet cycleshear performanceenergy evolutiondeterioration mechanism

邓华锋、肖瑶、李建林、王文东、张景昱、宛良朋、王团乐

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三峡大学三峡库区地质灾害教育部重点实验室,湖北宜昌 443002

中国三峡建设管理有限公司,四川成都 610000

长江三峡勘测研究院有限公司(武汉),湖北武汉 430074

岩石力学 消落带 热湿循环 剪切性能 能量演化 劣化机制

国家自然科学基金资助项目国家自然科学基金资助项目

U22A20600U2034203

2024

岩石力学与工程学报
中国岩石力学与工程学会

岩石力学与工程学报

CSTPCD北大核心
影响因子:2.589
ISSN:1000-6915
年,卷(期):2024.43(8)