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Obliquely incident wave propagation across rock joints with virtual wave source method

机译:虚波源法斜入射波在节理岩体中的传播

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Due to the presence of joints, waves are greatly attenuated when propagating across rock masses. Zhu et al. (2011) (Normally incident wave propagation across a joint set with virtual wave source method. J. Appl. Geophys.73, 283-288.) studied normally incident wave propagation across a joint set with the virtual wave source method (VWSM). The introduced VWSM has merits in some aspects, especially the capability of separating differently arriving transmitted waves. However, normal wave incidence is only the special case for wave incidence with arbitrary incident angles. Obliquely incident wave propagation across a joint set is more complicated than normally incident wave propagation due to wave transformation at the joints. As a continuation of the previous paper, this work is extended to analytically study obliquely incident wave propagation across joints with VWSM. Complete theoretical reflection and transmission coefficients across single joint described by displacement discontinuity model are derived through plane wave analysis. The superposition of P wave and S wave is for the first time mathematically expressed and studied. The VWSM is verified through comparison with the propagation matrix method. Through extensive parametric studies on wave transmission across single and multiple parallel joints, it is shown that transmitted wave energy is mainly constrained in the transmitted wave of the same type as the incident wave. And with increasing joint stiffness, the transmission coefficients across single joint increases except those whose wave type is different from the incident wave. The amplitude of superposed transmitted wave for P wave incidence increases with incident angle, which is coincident with field observations. Both joint spacing and number of joints have significant effects on transmission coefficients. We find that when joint spacing is sufficiently large, the transmission coefficient is no longer a constant as the normally incident wave propagation case (Zhu et al., 2011). And when joints are very closely spaced, wave attenuation depends little on the number of joints, which is different from the conclusions from equivalent medium method.
机译:由于节理的存在,波波在岩体中传播时会大大衰减。朱等。 (2011年)(法向入射波在整个联合集上的传播与虚拟波源方法。J。Appl。Geophys.73,283-288。)研究了法向入射波在整个联合集上的虚拟波源方法(VWSM)。引入的VWSM在某些方面具有优点,尤其是分离不同到达的传输波的能力。但是,法向波入射只是具有任意入射角的波入射的特例。由于关节处的波转换,跨关节组的倾斜入射波传播比正常入射波传播更为复杂。作为前一篇论文的继续,这项工作扩展到了使用VWSM进行分析研究斜入射波在关节之间的传播。通过平面波分析,推导了位移不连续性模型描述的完整的单个关节的理论反射和透射系数。第一次数学表达和研究了P波和S波的叠加。通过与传播矩阵法进行比较,验证了VWSM。通过对跨单个和多个平行接头的波传输进行广泛的参数研究,表明传输波能量主要受与入射波相同类型的传输波限制。并且,随着关节刚度的增加,除了其波类型不同于入射波的那些以外,跨单个关节的透射系数也会增加。 P波入射的叠加透射波幅度随入射角的增加而增加,这与现场观测结果一致。关节间距和关节数量都对传输系数有重要影响。我们发现,当关节间距足够大时,透射系数不再是垂直入射波传播情况下的常数(Zhu等人,2011)。当节距很近时,波衰减几乎不取决于节距的数量,这与等效介质法得出的结论不同。

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