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邵帅, 张佳庆, 邵生俊, 宋佳瑶, 张彬, 朱学亮. 不同应力路径下重塑黄土的往返加卸载试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230307
引用本文: 邵帅, 张佳庆, 邵生俊, 宋佳瑶, 张彬, 朱学亮. 不同应力路径下重塑黄土的往返加卸载试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230307
Experimental study on cyclic loading and unloading of remolded loess under different stress paths[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230307
Citation: Experimental study on cyclic loading and unloading of remolded loess under different stress paths[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230307

不同应力路径下重塑黄土的往返加卸载试验研究

Experimental study on cyclic loading and unloading of remolded loess under different stress paths

  • 摘要: 针对不同应力路径条件下的黄土累积塑性应变发展特性,本文以重塑黄土为研究对象,利用真三轴仪开展不同应力路径下的往返加卸载试验研究,探究不同应力路径、应力幅值下黄土的动应力时程曲线、滞回曲线、骨干曲线及累积塑性应变曲线的影响规律。揭示了应力路径对重塑黄土力学特性的影响效果,描述了各主应力与中主应力比b和应力幅值的相关性,提出了重塑黄土的滞回曲线近似呈椭圆形,长轴斜率随中主应力比b值的增大而增大,随应力幅值的增大而减小;随着中主应力比b值的增大,应力应变骨干曲线随之增大,累积塑性应变曲线依次降低,且累积塑性应变发展更快的进入平缓阶段,为解决相关黄土工程问题提供了参考。

     

    Abstract: Aiming at the development characteristics of cumulative plastic strain of loess under different stress paths, this article takes reshaped loess as the research object, and conducts round-trip loading and unloading tests under different stress paths using a true tri-axial apparatus to explore the influence of different stress paths and stress amplitudes on the dynamic stress time history curve, hysteresis curve, backbone curve, and cumulative plastic strain curve of loess. The results reveal the effect of stress paths on the mechanical properties of remolded loess, and described the correlation between each principal stress and the ratio b of the middle principal stress, as well as the stress amplitude, and propose that the hysteresis curve of remolded loess is approximately elliptical, with the slope of the major axis increasing with the increase of the medium principal stress ratio b and decreasing with the increase of stress amplitude. As the value of the principal stress ratio b increasing, the stress-strain backbone curve increasing, and the cumulative plastic strain curve decreasing in sequence, and the cumulative plastic strain develops faster and enters a gentle stage. The research results provide a reference for solving relevant loess engineering problems.

     

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