祝艳波, 李红飞, 兰恒星, 等. 2021. 节理倾角对黄土力学特性影响试验研究[J]. 工程地质学报, 29(4): 1178-1187. doi: 10.13544/j.cnki.jeg.2021-0051.
    引用本文: 祝艳波, 李红飞, 兰恒星, 等. 2021. 节理倾角对黄土力学特性影响试验研究[J]. 工程地质学报, 29(4): 1178-1187. doi: 10.13544/j.cnki.jeg.2021-0051.
    Zhu Yanbo, Li Hongfei, Lan Hengxing, et al. 2021. Experimental study on influence of loess joints angle on mechanical properties of loess[J]. Journal of Engineering Geology, 29(4): 1178-1187. doi: 10.13544/j.cnki.jeg.2021-0051.
    Citation: Zhu Yanbo, Li Hongfei, Lan Hengxing, et al. 2021. Experimental study on influence of loess joints angle on mechanical properties of loess[J]. Journal of Engineering Geology, 29(4): 1178-1187. doi: 10.13544/j.cnki.jeg.2021-0051.

    节理倾角对黄土力学特性影响试验研究

    EXPERIMENTAL STUDY ON INFLUENCE OF LOESS JOINTS ANGLE ON MECHANICAL PROPERTIES OF LOESS

    • 摘要: 黄土节理种类多样、角度多变,是影响黄土力学性质的重要因素。为研究节理对黄土力学性质影响,开展含预制节理黄土试样单轴与三轴压缩强度试验,分析了非贯通节理对试样剪切破坏模式影响,探讨了节理倾角对黄土强度与变形特性影响规律。结果表明:节理试样剪切破坏均为压剪破坏,破坏模式可分为节理面与破裂面贯通型和节理面与破裂面斜交型,压力作用下非贯通节理尖端翼裂纹和次生裂纹不断萌生,易劣化扩展形成剪切破裂面;节理存在弱化了试样抗变形能力,单轴压缩条件下试样应力-应变曲线均呈应变软化型,预制节理降低屈服阶段变形模量,减小试样剪切破坏位移,加速试样剪切破坏;节理存在显著降低黄土强度,峰值强度与残余强度均随节理倾角呈现先减小后增大变化趋势,但变化幅度随围压增大而降低,黏聚力随节理倾角变化最为敏感,节理倾角60°时试样强度指标最低;预制节理倾角与黄土试样剪切破裂角越接近,节理面越易劣化贯通为剪切破裂面,试样抗变形能力越差,强度性质劣化越显著,试样越容易剪切破坏。研究成果为揭示黄土节理界面劣化对黄土边坡促滑机制提供参考。

       

      Abstract: The loess joints with various variety and angles are important factors affecting the mechanical properties of loess. To investigate the influences of loess joints on mechanical properties of loess,uniaxial and triaxial compressive strength tests of loess samples with joints were carried out. The influence of joints angle on shear failure modes,strength and deformation characteristics of loess were analyzed. The result shows that the shear failure modes of the joint specimens can be divided into two types: intersecting of shear failure plane and joint,and paralleling of shear failure plane to joint. Under pressure,wing cracks and secondary cracks initiate continuously at joints tip,which are easy to expand into shear fracture planes. The anti-deformation of the specimen is weaken by joints. The stress-strain curves of the specimen under uniaxial compression present strain softening phenomenon. The deformation modulus at the yield stage and the shear failure displacement of specimens are reduced by joints,which accelerates the shear failure process of the specimen. The shear strength of loess is reduced significantly by joints. The peak strength and residual strength first decrease and then increase with the joints angle,but the variation range decreases with the increasing confining pressure. The cohesion of specimen changes with joints angle more sensitively. The shear strength of specimen is the lowest when the joint angle is 60°. When the joints angle is closer to the shear failure angle of the loess specimen,the joints are easier to expand into the shear failure planes,the anti-deformation of the specimen becomes worsen,the deterioration of the strength becomes more obvious,and the shear failure of the specimen occurs easier. The research results provide a reference for revealing the mechanism of deterioration of loess joints on promoting loess slope sliding.

       

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