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张景昱, 詹润禾, 邓华锋, 李建林, 王文东, 宛良朋. 热湿循环作用下节理砂岩重复剪切力学特性及本构模型[J]. 岩土工程学报, 2024, 46(10): 2148-2157. DOI: 10.11779/CJGE20230652
引用本文: 张景昱, 詹润禾, 邓华锋, 李建林, 王文东, 宛良朋. 热湿循环作用下节理砂岩重复剪切力学特性及本构模型[J]. 岩土工程学报, 2024, 46(10): 2148-2157. DOI: 10.11779/CJGE20230652
ZHANG Jingyu, ZHAN Runhe, DENG Huafeng, LI Jianlin, WANG Wendong, WAN Liangpeng. Repeated shear mechanical properties and constitutive model of jointed sandstone under heat-wet cycles[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2148-2157. DOI: 10.11779/CJGE20230652
Citation: ZHANG Jingyu, ZHAN Runhe, DENG Huafeng, LI Jianlin, WANG Wendong, WAN Liangpeng. Repeated shear mechanical properties and constitutive model of jointed sandstone under heat-wet cycles[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2148-2157. DOI: 10.11779/CJGE20230652

热湿循环作用下节理砂岩重复剪切力学特性及本构模型

Repeated shear mechanical properties and constitutive model of jointed sandstone under heat-wet cycles

  • 摘要: 乌东德、白鹤滩等大型水库处于金沙江典型干热河谷内,其岸坡消落带岩土体除经受库水位每年大幅升降以及汛期小幅频繁变化的影响外,还包括干热河谷高温低湿气候条件以及区域高频地震和水库地震的影响。为研究干热河谷地区消落带节理岩体的损伤劣化特性,在前期水-岩作用的研究基础上,以乌东德库区典型岸坡节理砂岩为研究对象,开展了热湿循环作用下节理砂岩重复剪切试验,分析了节理岩体的剪切力学特性劣化规律和劣化机理,并分段建立了考虑热湿循环作用损伤的节理砂岩剪切本构模型。研究表明:①在热湿循环以及重复剪切作用下,节理砂岩的抗剪强度、剪切刚度、剪切重点剪胀值和屈服点剪切位移均呈现“快-缓-稳”的劣化趋势,其中在前3个循环周期内劣化幅度显著,劣化占比近70%,3~8个循环周期内劣化速率放缓,8个循环周期后劣化速率趋稳;②相比于干湿循环,热湿循环对岩石孔隙度和纵波波速的影响更大,且岩石颗粒间的连接作用在较高温度的影响下更易遭受破坏;③根据剪切应力-剪切位移曲线特征,建立了以Goodman模型和Clough-Duncan双曲线模型分段修正描述的本构模型,模型曲线与试验结果能够较好吻合。研究成果及方法可为干热河谷水库岩质岸坡消落带稳定分析提供参考。

     

    Abstract: The large reservoirs of Wudongde and Baihetan are located in the typical dry and hot valley of the Jinsha River. The rock and soil masses in the fluctuating zone of the bank slope are affected by the annual large rise and fall of the reservoir water level and the small frequent changes during the flood season, as well as the high temperature and low humidity climate conditions in the dry and hot valley, regional high-frequency earthquakes and reservoir earthquakes. In order to study the damage and degradation characteristics of jointed rock masses in the dry hot valley region, based on the previous researches on water-rock interaction, a repeated shear test on the jointed sandstone under heat- wet cycles is conducted in a typical bank slope in Wudongde reservoir area. The degradation law and mechanism of shear mechanical properties of jointed rock masses are analyzed, and a shear constitutive model for the jointed sandstone considering heat-wet cycling damage in sections is established. The results show that: (1) Under the action of heat-wet cycles and repeated shear, the shear strength, shear stiffness, shear expansion value and yield-point shear displacement of the jointed sandstone exhibit a "fast-slow-stable" deterioration trend. Among them, the degradation amplitude is significant in the first three cycles, accounting for nearly 70% of the degradation rate. The degradation rate slows down within 3 to 8 cycles, and stabilizes after 8 cycles. (2) Compared to the dry-wet cycle, the heat-wet cycle has a greater impact on rock porosity and longitudinal wave velocity, and the connection between rock particles is more susceptible to damage at higher temperatures. (3) According to the characteristics of shear stress-shear displacement curve, the modified constitutive model described by Goodman model and Clough-Duncan hyperbola model is established, and the model curve is in good agreement with the test results. The research results and methods can provide reference for the stability analysis of the rocky bank of reservoirs in dry hot valley.

     

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