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循环爆破作用下围岩的累积损伤规律研究

Study on the law of cumulative damage of surrounding rock induced by successive blasting

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为研究岩体在循环爆破荷载作用下的累积损伤特征及规律,基于有限元软件ANSYS/LS-DYNA开展单次爆破损伤分析,并验证结果的准确性,在此基础上,开展岩体累积损伤的数值模拟研究.结果表明:循环爆破作用下岩体的累积损伤演化云图与单次爆破作用相似,整体上呈现反S形,岩体的损伤增量随着爆破次数的增大而降低,且在损伤区中部区域,岩体受到定点循环爆破荷载的叠加作用尤为明显;岩体损伤存在损伤阀值,爆破能量达到阀值后岩体才产生损伤.指出岩体损伤与爆心距存在一定的关系,随着爆心距的增加,爆破产生的岩体损伤量和损伤增量都不断减小.
In order to study the characteristics and the accumulated damage law of rock mass under cyclic blasting load,a single blasting damage analysis was carried out based on the finite element software ANSYS/LS-DYNA,and the accuracy of the results was verified.On this basis,numerical simulation of cumulative damage of rock mass was carried out.The results show that the cumulative damage evolution cloud map of rock mass under cyclic blasting is similar to that of single blasting,showing an inverse S-shape on the whole,and the damage increment of rock mass decreases with the increase of blasting times,and the superposition effect of fixed point cyclic blasting load is particularly obvious in the middle of the damage area.There is a damage threshold for rock mass damage,and the damage occurs only after the blasting energy rea-ches the threshold.There is a certain relationship between rock mass damage and detonation distance.With the increase of detonation distance,the amount and increment of rock mass damage caused by blasting decrease continuously.

rock blastingrock damageaccumulated damagedamage incrementsurrounding rock

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中铁五局集团电务城通公司,湖南 长沙 410200

岩石爆破 岩体损伤 累积损伤 损伤增量 围岩

2025

山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
年,卷(期):2025.51(4)