“…During the past two decades, the SE method has seen significant development through (a) theoretical studies (e.g., Huang, 2002; Jougnot & Solazzi, 2021; Monachesi et al., 2018; Solazzi et al., 2022; Thanh et al., 2022), (b) numerical modeling approaches (e.g., Garambois & Dietrich, 2002; Grobbe & Slob, 2016; Haines & Pride, 2006; Hu & Gao, 2011; Jougnot et al., 2013; Ren et al., 2016a, 2016b; Zheng et al., 2021), (c) physical laboratory experiments (e.g., Bordes et al., 2015; Devis et al., 2018; Wang et al., 2020; Zhu & Toksöz, 2013), and (d) field measurements (e.g., Butler et al., 2018; Dupuis & Butler, 2006; Garambois & Dietrich, 2001; Rabbel et al., 2020; Thompson & Gist, 1993). As the understanding of SE signals grows, this method is of increasing interest to researchers in near‐surface geophysics (e.g., Grobbe et al., 2020). The electromagnetic (EM) wave fields originating from seismic excitations are regarded as a superposition of three types of patterns (Figure 1c): (a) localized SE field waves accompanying seismic waves in porous media, which are also commonly referred to as coseismic electric field waves (Bordes et al., 2015; Jougnot et al., 2013; Pride & Garambois, 2002); (b) radiation waves induced on interfaces or directly converted from a seismic source (Dupuis et al., 2007; Garambois & Dietrich, 2002; Haartsen & Pride, 1997; Pride & Haartsen, 1996) and (c) evanescent waves generated on interfaces if the seismic incident angle is larger than the critical angle (Butler et al., 2018; Dzieran et al., 2019; Ren et al., 2016a; Yuan et al., 2021; Zheng et al., 2021).…”