An Analytic Method for Computing the Infinite Sums Occurring in the Geoelastic Disk Load Problem
The elastic displacements caused by a point load imposed on the surface of a layered, spherical, and self‐gravitating Earth can be expressed in terms of infinite series of Legendre polynomials or their derivatives, multiplied by constants, called Love numbers, that depend on the summation index or d...
Gespeichert in:
Veröffentlicht in: | Journal of geophysical research. Solid earth 2019-02, Vol.124 (2), p.2184-2201 |
---|---|
Hauptverfasser: | , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
Zusammenfassung: | The elastic displacements caused by a point load imposed on the surface of a layered, spherical, and self‐gravitating Earth can be expressed in terms of infinite series of Legendre polynomials or their derivatives, multiplied by constants, called Love numbers, that depend on the summation index or degree. Truncating these infinite series causes oscillatory errors in the computed displacement field, particularly in the near field of the load, but Farrell (1972, https://doi.org/10.1029/RG010i003p00761) circumvented this problem using a Kummer transformation that relied on an asymptotic approximation for the Love number spectrum and three useful identities for series of Legendre polynomials. Unfortunately, nobody has determined a similar work‐around for the disk load problem since in this case the infinite expansions consist of products of Legendre polynomials or their derivatives, and no similarly useful identities have been identified to date. We present an alternative means to the same general goal by replacing the infinite series with closed‐form expressions involving elliptic integrals.
Key Points
The displacement caused by a disk load can be computed via an infinite series
This infinite series can be simplified by relying on elliptic integrals |
---|---|
ISSN: | 2169-9313 2169-9356 |
DOI: | 10.1029/2018JB016220 |