2010
DOI: 10.1785/0120090155
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Segmentally Iterative Ray Tracing in Complex 2D and 3D Heterogeneous Block Models

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Cited by 32 publications
(20 citation statements)
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“…By correcting the structural model many times and using forward calculation by ray tracing to calculate the travel times of multi-phases (Cerveny et al, 1988;Vidale, 1988;Zelt and Smith, 1992;Cerveny, 2001;Xu T et al, 2004;Xu et al, 2006Xu et al, , 2010Xu et al, , 2014bLi et al, 2013;Lan et al, 2013aLan et al, , 2013b, we obtained the final crust-mantle model. The identification of seismic phases has a great impact on the velocity structure and therefore the geophysical model for the study region needs to be the most accurate possible to adequately constrain the medium.…”
Section: Later Arrivalsmentioning
confidence: 99%
“…By correcting the structural model many times and using forward calculation by ray tracing to calculate the travel times of multi-phases (Cerveny et al, 1988;Vidale, 1988;Zelt and Smith, 1992;Cerveny, 2001;Xu T et al, 2004;Xu et al, 2006Xu et al, , 2010Xu et al, , 2014bLi et al, 2013;Lan et al, 2013aLan et al, , 2013b, we obtained the final crust-mantle model. The identification of seismic phases has a great impact on the velocity structure and therefore the geophysical model for the study region needs to be the most accurate possible to adequately constrain the medium.…”
Section: Later Arrivalsmentioning
confidence: 99%
“…The Chinese Academy of Sciences (CAS), the China Earthquake Administration (CEA) and the Ministry of Land and Resources of China (MLR) contributed to perform these seismic profiles during the last 20 years. The Moho discontinuity marks the boundary between the crust and mantle, and generally the P-wave velocity value representing the crust-mantle transition is assumed to be 8.0 km/s (Teng, 2003;T. Xu et al, 2010;Y.…”
Section: Moho Undulationmentioning
confidence: 99%
“…The methods to solve the propagation of seismic waves mainly include wave-field simulation (Carcione et al 1992;Lan and Zhang 2011;Liu et al 2014a, b), seismic ray tracing (Cerveny 2001;Cardarelli and Cerreto 2002;Xu et al 2006Xu et al , 2008Xu et al , 2010Xu et al , 2014 and traveltime calculation using eikonal equation (Faria and Stoffa 1994;Lan and Zhang 2013a, b). Compared with the method of traveltime calculation using eikonal equation, ray tracing methods not only can obtain the traveltime of the seismic wave field, but also can get the ray trajectories in the ground (Shearer and Chapman 1989;Cerveny 2001).…”
Section: Introductionmentioning
confidence: 99%
“…To solve this problem, Zhao et al (1992Zhao et al ( , 1994 and Zhao and Lei (2004) developed a method using the Snell's law to correct the path points on discontinuous interfaces. Xu et al (2010Xu et al ( , 2014) developed a ray tracing perturbation scheme of combination of pseudo-bending methods and segmentally iterative methods. In recent decades, the ray tracing methods developed include wavefront reconstruction methods (Vinje et al 1993(Vinje et al , 1996a(Vinje et al , b, 1999, slowness matching methods (Symes 1996;Symes and Qian 2003), Huygens wavefront tracing methods (Sava and Fomel 2001), shortest path methods (Moser 1991;Fischer and Lees 1993;Zhou and Greenhalgh 2005) and simulated annealing methods (Bona et al 2009).…”
Section: Introductionmentioning
confidence: 99%
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