加卸载条件下红黏土强度变形与能量耗散规律研究
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1.华东交通大学土木建筑学院;2.四川大学水利水电学院

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国家自然科学基金青年项目 (52108319);江西省自然科学基金青年基金项目(20224BAB214069)


Study on the strength and deformation properties and the energy dissipation law of red clay subjected to loading and unloading of shearing
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Study on damage weakening mechanism and dynamic ontological modeling of jointed rock mass under cyclic loading based on BMM theory;Macro-fine dynamic properties and BMM ontological modeling of Jiangxi red clay under traffic loading

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    摘要:

    【目的】为掌握江西红黏土在直剪加卸载作用下的变形特性以及能量耗散规律。【方法】对江西红黏土进行了剪切加卸载条件下的直剪试验研究,并对其强度变形特性和能量耗散规律进行了分析。【结果】结果表明:1)整体上,剪切弹性位移随着法向应力的增加而增加。相同卸载工况下不同卸载位置的剪切弹性位移随着卸载次数的增多而增加。在法向应力较低情况下,红黏土滞回曲线的斜率随着卸载次数的增加呈现出非线性衰减变化,低法向应力工况下的衰减速率由慢到快;2)红黏土在加卸载直剪试验过程中整体呈现为剪缩变形,剪切卸载阶段法向位移增大,再加载阶段法向位移先增加后减少,产生剪胀变形,当剪切位移达到卸载前的值时剪胀结束。剪切加卸载会增加红黏土的法向位移,增大剪缩量,卸载作用对法向位移的影响随着法向应力的增加逐渐减少;3)相同加卸载工况下红黏土抗剪强度随着法向应力增加而增大。加卸载作用对于红黏土抗剪强度影响较大,且高法向应力下剪切卸载的影响相较于低法向应力时产生的影响要明显;4)同一卸载工况下不同卸载次数的耗散能随着法向应力和加卸载次数的增加均增大,法向应力在100kPa到300kPa时,卸载两次工况耗散能相比于卸载一次工况耗散能大,卸载三次以及卸载四次工况的耗散能均小于卸载两次工况下的耗散能。400kPa法向应力下卸载次数越多的工况耗散能越大。【结论】红黏土在不同加卸载工况下的耗散能以及变形具有一定的规律性。

    Abstract:

    【Objective】To grasp the deformation characteristics of Jiangxi red clay under the action of straight shear plus unloading and the law of energy dissipation. 【Methods】Direct shear tests under shear loading and unloading conditions were carried out on Jiangxi red clay, and its strength-deformation characteristics and energy dissipation laws were analyzed. 【Results】The results show that: 1) Overall, the shear elastic displacement increases with the increase of normal stress. The shear elastic displacement at different unloading positions under the same unloading condition increases with the increase of unloading times. In the case of low normal stress, the slope of the red clay hysteresis curve with the increase of the number of unloading shows a nonlinear decay change, and the decay rate under the low normal stress condition is from slow to fast; 2) the red clay in the unloading and loading of the straight shear test process as a whole shows a shear shrinkage deformation, the shear unloading stage of the normal displacement increases, and then loading stage of the normal displacement first increases and then reduces the deformation, resulting in shear expansion deformation, and shear expansion is over when shear displacement reaches the value of unloading before. When the shear displacement reaches the value before unloading, the shear expansion ends. Shear unloading will increase the normal displacement of red clay, increase the shear shrinkage, unloading effect on the normal displacement with the increase of normal stress gradually decreases; 3) the same loading and unloading conditions of red clay shear strength with the increase of normal stress increases. The effect of loading and unloading on the shear strength of red clay is larger, and the effect of shear unloading under high normal stress is more obvious than that under low normal stress. 4) The dissipation energy of different unloading times under the same unloading condition increases with the increase of normal stress and the number of unloading and loading times, and the normal stress is between 100kPa and 300kPa, the dissipation energy of the unloading two conditions is larger than that of the unloading one condition. The dissipation energy of unloading twice is larger than that of unloading once at 100kPa to 300kPa, while that of unloading three times and four times is smaller than that of unloading twice, and that of unloading more times is larger than that of unloading once at 400kPa normal stress. 【Conclusion】: The dissipation energy and deformation of red clay under different loading and unloading conditions have certain regularity.

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  • 收稿日期:2024-02-03
  • 最后修改日期:2024-04-23
  • 录用日期:2024-04-24
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