单轴冲击荷载下冻土能量耗散特性试验研究
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中国矿业大学(北京)应急管理与安全工程学院, 北京 100083

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刘天乐(2000—),男,河北邯郸人,硕士,主要从事煤岩动力灾害防治等方面的研究工作。

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TD985

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中国矿业大学(北京)大学生创新性实验计划项目(202212035)


Experimental Study on Energy Dissipation Characteristics of Frozen Soil Under Uniaxial Impact Loading
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    摘要:

    为研究应变率和含水率对冻土能量耗散的影响,通过?50mm分离式霍普金森压杆(Split Hopkinson Pressure Bar)动力学试验,综合研究了不同冲击速度(4~10m/s)、不同含水率条件(9%~18%)下冻结黏土的能量耗散特性。试验结果表明:(1)从耗散能的角度将冻土破坏吸能过程分为3个阶段:缓慢增长、快速增长和趋于稳定阶段;耗散能、反射能和透射能与入射能间呈一次函数正相关(R2>0.94),且入射能、反射能、透射能和耗散能与平均应变率间也存在线性正相关关系(R2>0.87);随含水率增加,能量反射系数、能量透射系数和能量耗散系数分别呈先递减后增加、先递增后减少和先递增后减少趋势。研究成果为冻土区爆破工程施工提供借鉴参考。

    Abstract:

    In order to study the effects of strain rate and water content on energy dissipation of frozen clay, the energy dissipation characteristics of frozen clay under different impact velocities (4~10m/s) and different water content conditions (9%~18%) were investigated comprehensively by means of ?50mm Split Hopkinson Pressure Bar kinetic test. The test results show that: (1) from the perspective of dissipation energy, the energy absorption process of frozen clay damage is divided into three stages: slow growth, rapid growth and stabilization; there is a positive primary function correlation between dissipation energy, reflected energy and transmissive energy and incident energy (R2>0.94), and there is also a linear positive correlation between incident energy, reflected energy, transmissive energy and dissipation energy and average strain rate (R2>0.87); with As the water content increased, the energy reflection coefficient, energy transmission coefficient and energy dissipation coefficient showed decreasing and then increasing, increasing and then decreasing trends, respectively. The results of the study provide reference for the construction of blasting projects in permafrost areas.

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刘天乐,张恒,吴飞岐,等. 单轴冲击荷载下冻土能量耗散特性试验研究[J]. 中国矿山工程,2023,52(2):1-6.

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  • 在线发布日期: 2025-12-24
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