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Fatigue and damage properties of frozen silty sand samples subjected to cyclic triaxial loading

机译:循环三轴载荷作用下冻结粉质砂样品的疲劳损伤特性

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Cyclic triaxial tests were conducted to explore the influences of dynamic axial loading on the dynamic features and fatigue of frozen silty sand, using an MTS-810 apparatus from Material Testing Systems (MTS). The temperature was -15 degrees(C), and the cyclic axial loads with different amplitudes at 1.0 Hz were applied under confining pressures of 0.6, 1.4, and 6.0 MPa. The cyclic triaxial test results demonstrate that the residual axial strain of the frozen silty sand samples increases gradually during the initial cycles and then increases with increasing number of cycles at a constant speed until failure. The residual volumetric strain contracts during the initial loading cycles and then dilates until failure. Both the residual strain method and the residual volumetric strain method proposed here can be used to describe the degradation process in frozen silty sand samples subjected to cyclic loading. The dynamic axial stiffness of a frozen sample decreases rapidly in the initial cycles and then approaches a stable value with increasing cycle number. The initial damage increases when the stress ratio increases; the larger the stress ratio, the smaller the number of cycles at failure.
机译:使用材料测试系统(MTS)的MTS-810仪器进行了循环三轴试验,以探讨动态轴向载荷对冻结粉质砂土动力特性和疲劳的影响。温度为-15摄氏度,在0.6、1.4和6.0 MPa的限制压力下施加1.0 Hz时不同幅度的循环轴向载荷。循环三轴试验结果表明,冻结粉质砂样品的残余轴向应变在初始循环中逐渐增加,然后以恒定速度随着循环次数的增加而增加,直至失效。残余的体积应变在初始加载周期中收缩,然后膨胀直至失效。本文提出的残余应变方法和残余体积应变方法均可用于描述循环荷载作用下冻结粉质砂样品的降解过程。冷冻样品的动态轴向刚度在初始循环中迅速降低,然后随着循环次数的增加而接近稳定值。当应力比增加时,初始损伤会增加。应力比越大,失效循环数越少。

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