ISSN 1009-6248CN 61-1149/P 双月刊

主管单位:中国地质调查局

主办单位:中国地质调查局西安地质调查中心
中国地质学会

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    冻融–湿干循环作用下伊犁重塑黄土力学特性劣化及本构模型研究

    Study on the Deterioration of Mechanical Properties and Constitutive Model of Ili Remolded Loess under Freeze Thaw Wetting Drying Cycles

    • 摘要: 新疆伊犁地区作为中亚陆路通道核心节点,其工程地质稳定性对区域发展至关重要。区内广泛分布的第四纪黄土,其力学性能在季节性冻融、干湿循环、强降水等复杂气候条件及工程活动的持续作用下不断劣化,从而诱发了频繁的区域性黄土滑坡。因此,深入研究冻融–湿干循环对伊犁重塑黄土力学特性的影响及非线性劣化规律具有实际意义。笔者基于冻融–湿干循环作用下的固结不排水三轴剪切试验与微观试验,从宏细观尺度揭示应力–应变响应、强度参数演变及损伤机制。在此基础之上,假定黄土微元强度服从Log-logistic分布函数,建立了黄土的损伤模型,并验证其适用性。结果表明,随循环次数增加,抗剪强度衰减幅度达22.9%,其中黏聚力衰减(45.2%)显著高于内摩擦角(7.27%)。在微观图像中可以看到压实黄土呈现团聚体结构特征。伊犁黄土试样的偏应力应变关系曲线以应变硬化型为主。伊犁黄土的黏聚力随着冻融–湿干循环次数的增加呈显著降低趋势,内摩擦角则变化较小。将传统Duncan-Chang模型与统计损伤理论相结合,建立了可统一表征不同冻融–湿干循环次数下应变硬化和应变软化特性的本构模型,求解了模型参数,模型验证表明其对不同围压和循环次数下的试验结果具有良好的预测性。

       

      Abstract: As the core node of the "belt and road" Central Asia land route, the engineering geological stability of Ili region in Xinjiang is crucial to regional development. The mechanical properties of Quaternary loess, which is widely distributed in the region, are continuously deteriorated under the complex climatic conditions such as seasonal freeze-thaw, dry wet cycle, heavy rainfall and the continuous effect of engineering activities, thus inducing frequent regional loess landslides. Therefore, it is of practical significance to further study the effect of freeze-thaw-wetting-drying (FTWD) cycle on the mechanical properties and nonlinear degradation law of Ili remolded loess. Based on the consolidated undrained triaxial shear test and microscopic test under FTWD cycle, the stress-strain response, strength parameter evolution and damage mechanism were revealed from the macro and micro scale. On this basis, assuming that the micro element strength of loess obeys the Log-logistic distribution function, the damage model of loess is established and its applicability is verified. The results showed that the shear strength decreased by 22.9% with the increase of the number of cycles, and the cohesion attenuation (45.2%) was significantly higher than the internal friction angle (7.27%). In the microscopic image, it can be seen that the compacted loess presents the characteristics of aggregate structure.The deviatoric stress-strain relationship curve of Ili loess sample is mainly strain hardening type. The cohesion of Ili loess decreases significantly with the increase of FTWD cycles, while the internal friction angle changes slightly. Combining the traditional Duncan-Chang model with the statistical damage theory, a constitutive model which can uniformly characterize the strain hardening and strain softening characteristics under different FTWD cycles is established, and the model parameters are solved. The model verification shows that it has good predictability for the test results under different confining pressures and cycles.

       

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