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Laboratory investigation on energy dissipation and damage characteristics of frozen loess during deformation process

机译:冻土变形过程中能量耗散及破坏特征的室内研究

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摘要

For investigating the energy dissipation and damage behavior of frozen loess during deformation process under triaxial compression, besides triaxial compression (TC) tests, a series of static triaxial loading-unloading cyclic (TLUC) tests corresponding to the TC tests were carried out under confining pressures from 0.5 MPa to 9.0 MPa at temperature of - 6 ℃. It could be found from these two types of tests that the loading stages of TLUC test curves and TC test curves almost coincided under different confining pressure conditions. The influence of confining pressure on stress-strain curves of TC and TLUC tests was similar. The TLUC test results showed that energy dissipation occurred in unloading-reloading process and elastic modulus changed with increase of strain. Dissipative energy value increased at first and then decreased with increase of confining pressure. A damage variable was defined based on the fact of the degeneration of elastic modulus. The experimental results also indicated that there existed an initial damage in frozen loess sample before loading. According to this phenomenon, a method for recognizing undamaged state was proposed. The damage threshold value and damage evolution law under different confining pressures were obtained based on the TLUC test results. The influence of confining pressures on damage characteristics of frozen loess was analyzed. The conclusion can be drawn that damage value of frozen loess decreased with increasing confining pressure under lower confining pressure, but with a further increase in confining pressure, the damage value increased as pressure melting and crushing phenomena caused by higher confining pressure levels.
机译:为了研究冻结黄土在三轴压缩变形过程中的能量耗散和破坏行为,除了三轴压缩(TC)试验外,还在约束压力下进行了一系列与该TC试验相对应的静态三轴加卸载循环(TLUC)试验在-6℃的温度下从0.5 MPa到9.0 MPa。从这两种类型的测试中可以发现,在不同的围压条件下,TLUC测试曲线和TC测试曲线的加载阶段几乎重合。围压对TC和TLUC试验的应力-应变曲线的影响相似。 TLUC试验结果表明,在装卸过程中发生了能量耗散,弹性模量随应变的增加而变化。耗散能量值首先随着围压的增加而增加,然后减小。基于弹性模量退化的事实来定义损伤变量。实验结果还表明,冷冻黄土样品在加载前存在初始损伤。针对这种现象,提出了一种识别未损坏状态的方法。根据TLUC试验结果,获得了不同围压下的损伤阈值和损伤演化规律。分析了围压对冻土破坏特性的影响。可以得出结论:在较低的围压下,冻土的破坏值随围压的增加而减小,但随着围压的进一步增加,破坏值随着围压的升高而引起的压力融化和破碎现象而增大。

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