基于修正g-λ模型的应力P波在节理岩体中的传播衰减研究OA
Study on Propagation Attenuation of Stress P-Waves in Jointed Rock Masses Based on a Modified g-λ Model
在地应力作用下,应力波在节理岩体中的反射和透射引起的应力波衰减问题至今未能得到很好解决.以耦合节理法向应力—闭合量本构模型,即修正的g-λ模型(0<λ<1)为基础,其中参数λ反映了节理风化程度与节理壁面吻合度,并基于有限差分法,推导了基于修正g-λ模型的应力波在单条节理和多条节理的透射波质点速度计算式;通过参数研究,分析了不同参数对透射波衰减规律的影响.研究结果表明,当入射波为半正弦波时,随着参数λ的增加,即节理风化程度较弱时,透射应力波幅值增加;当λ值一定,透射波随节理间距和刚度增加而增加,考虑地应力时,随着地应力和参数λ值增加,透射波增多,这些研究拓展了 g-λ模型应用范围.
The attenuation of stress waves caused by the reflection and transmission of stress waves in jointed rock masses under in-situ stress has not been well solved so far.Based on the coupled normal stress-closure constitutive model of joints,namely the modified g-λ model(0<λ<1),in which the pa-rameter λ reflects the joint weathering degree and the matching degree of joint walls.On the basis of the finite difference method,the particle velocity formulas of transmitted stress waves across single joint and multiple joints are derived by using the modified g-λ model.Through parameter analysis,the influence of various parameters on the attenuation law of transmitted waves is investigated.The results show that for half-sine incident waves,the amplitude of transmitted stress waves increases with the rise of λ value,cor-responding to weaker joint weathering.When the λ value remains constant,the transmitted wave amplitude rises with the increase of joint spacing and joint stiffness.When in-situ stress is taken into account,the transmitted waves increase with the growth of in-situ stress and λ value.The research conclusions further expand the application scope of the g-λ model.
陈博;范占锋;邱洪志;谢飞鸿
成都大学建筑与土木工程学院,四川成都 610106成都大学建筑与土木工程学院,四川成都 610106||成都大学非饱和土力学特性及工程技术四川省教育厅高等学校工程研究中心,四川成都 610106成都大学建筑与土木工程学院,四川成都 610106成都大学建筑与土木工程学院,四川成都 610106
建筑与水利
应力波单条节理多条节理地应力
stress wavesingle jointmultiple jointsin-situ stress
《成都大学学报(自然科学版)》 2026 (2)
203-209,7
四川省科技厅科技计划资助项目(2025YFHZ0321)
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