Abstract
Sedimentary wedges underlay many coastal areas, specifically along
passive continental margins. Although a large portion of the world`s
population is concentrated along coastal areas, relatively few studies
investigated the seismic hazard related to internal structure of these
wedges. This is particularly important, when the passive margin is
located in proximity to active plate boundaries. Sedimentry wedges have
low angles compared to fault bounded basins, hence commonly treated
using 1D methods. In various locations the sedimentary wedges are
transected by deep buried canyons typically filled with sediments softer
than their surrounding bedrock. Such structures are found is the
Mediterranean coast of Israel. Here, a sedimentary wedge and buried
canyons underlay some of the country's most densely populated regions.
Seismic sources can be found both at sea and on land at epicentral
distances ranging from 50 to 200 km. Although this region has a proven
seismic record, it has, like many other parts of the world, limited
instrumental coverage and long return periods. This makes assessment of
ground motions in a future earthquake difficult and highlights the
importance of non-instrumental methods. We employ numerical modeling
(SW4 FD code) to study seismic ground motions and their amplification
atop the sedimentary wedge and canyons. This goal is a part of a larger
objective aiming at developing a systematic approach for distinction
between individual contributions of basin structures to the highly
complex overall basin response. We show that the sedimentary wedge and
buried canyon both exhibit a unique response and modeling them as
one-dimensional structures could significantly underestimate seismic
hazard. The sedimentary wedge exhibit amplification ratios, relative to
a horizontally layered model, up to a factor of 2. This is mainly due to
the amplification of Rayleigh waves traveling into the wedge from its
thin side. The buried canyon structure shows a simple, "easy to use"
response with considerably high PGV values and amplification ratios of
up to 3 along its axis. This response is due to a geometrical focusing
effect caused by the convex shape of the canyon's floor. The canyon's
response is significant even where the canyon is buried deep under the
surface.
Original language | English |
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Title of host publication | American Geophysical Union, Fall Meeting 2016 |
Volume | 33 |
State | Published - 1 Dec 2016 |
Keywords
- 7212 Earthquake ground motions and engineering seismology
- SEISMOLOGY