Repository logo
Log in(current)
Repository logoMIT Open ScholarshipDSpace@MIT
  1. Home
  2. MIT Open Access Articles
  3. MIT Open Access Articles
  4. Garvin’s generalized problem revisited

Garvin’s generalized problem revisited

Thumbnail Image
Download
Name

GarvinRevisited Corrigendum.pdf

Size

433.54 KB

Format

Adobe PDF

Checksum (MD5)

7300ecdaa1cd2410b6a3a13aed7435aa

Author(s)
Kausel, Eduardo A.
•
Sanchez-Sesma, Francisco J.
•
Iturraran-Viveros, Ursula
Date Issued
January 2013
Journal
Soil Dynamics and Earthquake Engineering
Publisher
Elsevier
Citation
Sanchez-Sesma, Francisco J., Ursula Iturraran-Viveros, and Eduardo Kausel. “Garvin’s Generalized Problem Revisited.” Soil Dynamics and Earthquake Engineering 47 (April 2013): 4–15. © 2012 Elsevier Ltd.
Version
Author's final manuscript
Abstract
One of the great classical problems in theoretical seismology is Garvin’s problem, which deals with the response of an elastic half-space subjected to a blast line source applied in its interior. However, Garvin (Exact transient solution of the buried line source problem. Proceedings of the Royal Society of London, Series A 1956;528–541[4]) himself provided only the solution for points on the free surface of the half-space. Although a rigorous extension to points in the interior of the half-space was given nearly decade-and-a-half later by Alterman and Loewenthal (Algebraic expressions for the impulsive motion of an elastic half-space. Israel Journal of Technology 1969; 7 (6):495–504[1]), these scientists published their paper in a technical journal of rather restricted circulation, as a result of which their complete solution remained largely unnoticed by the geophysical and soil dynamics communities. This article revisits Garvin’s generalized problem, presents a concise rendition and summary together with a very effective and accurate simplification, and examines the response characteristics for a pair of buried source-receiver location. It also includes a compact and very effective Matlab program for its evaluation.
MIT Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Terms of Use
Creative Commons Attribution-NonCommercial-NoDerivs License
http://creativecommons.org/licenses/by-nc-nd/4.0/
Persistent DSpace Link
http://hdl.handle.net/1721.1/101656
DOI of Published Version
https://doi.org/10.1016/j.soildyn.2012.11.006
Repository logo
PrivacyPermissionsAccessibilityContact us
Repository logo
Notify us about copyright concerns.