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马星宇, 王兰民, 马文国, 柴少峰, 赖欲儒. 不同设防烈度下西吉黄土动抗剪强度特征研究[J]. 岩土工程学报, 2023, 45(S2): 153-158. DOI: 10.11779/CJGE2023S20020
引用本文: 马星宇, 王兰民, 马文国, 柴少峰, 赖欲儒. 不同设防烈度下西吉黄土动抗剪强度特征研究[J]. 岩土工程学报, 2023, 45(S2): 153-158. DOI: 10.11779/CJGE2023S20020
MA Xingyu, WANG Lanmin, MA Wenguo, CHAI Shaofeng, LAI Yuru. Characteristics of dynamic shear strength of Xiji loess under different design intensities[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 153-158. DOI: 10.11779/CJGE2023S20020
Citation: MA Xingyu, WANG Lanmin, MA Wenguo, CHAI Shaofeng, LAI Yuru. Characteristics of dynamic shear strength of Xiji loess under different design intensities[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 153-158. DOI: 10.11779/CJGE2023S20020

不同设防烈度下西吉黄土动抗剪强度特征研究

Characteristics of dynamic shear strength of Xiji loess under different design intensities

  • 摘要: 为研究不同设防烈度下西吉黄土的动抗剪强度特征以及动-静强度之间的差异性,进行了室内动强度试验和直接剪切试验,分析动-静荷载对内摩擦角和黏聚力的影响。试验结果表明:黄土的动黏聚力 C_\textd 和内摩擦角 \varphi _\textd 随设防烈度的提高而呈下降趋势,砂粒含量高的黄土可能会出现黏聚力 C_\textd 小幅增加的情况。动荷载作用下的 C_\textd , \varphi _\textd 值均小于直剪所得结果,且C值差异比较明显。针对西吉黄土,给出了基于直剪试验的不同设防烈度下动强度参数获取方法。

     

    Abstract: In order to investigate the dynamic shear strength characteristics of Xiji loess under different design intensities and to compare the differences between dynamic and static strengths, the indoor dynamic strength tests and direct shear tests are conducted. The aim is to analyze the impact of dynamic and static loads on the internal friction angle and cohesion. The test results show that the dynamic cohesion C_\textd and the internal friction angle \varphi _\textd of loess exhibit a decreasing trend with an increase in the design intensity. Additionally, the loess with a high sand content may experience a slight increase in the cohesion C_\textd . The values of C_\textd and \varphi _\textd under dynamic loads are smaller than the results obtained from the direct shear tests, and the difference in C is more pronounced. For the Xiji loess, this study presents a method for determining the dynamic strength parameters under various loading conditions using the direct shear tests.

     

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