Coseismic landslides reveal near-surface rock strength in a high-relief tectonically active setting
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Abstract
We present quantitative estimates of near-surface rock strength relevant to landscape evolution and landslide hazard assessment for 15 geologic map units of the Longmen Shan, China. Strength estimates are derived from a novel method that inverts earthquake peak ground acceleration models and coseismic landslide inventories to obtain material proper- ties and landslide thickness. Aggregate rock strength is determined by prescribing a friction angle of 30° and solving for effective cohesion. Effective cohesion ranges are from 70 kPa to 107 kPa for 15 geologic map units, and are approximately an order of magnitude less than typical laboratory measurements, probably because laboratory tests on hand-sized specimens do not incorporate the effects of heterogeneity and fracturing that likely control near-surface strength at the hillslope scale. We find that strength among the geologic map units studied varies by less than a factor of two. However, increased weakening of units with proximity to the range front, where precipitation and active fault density are the greatest, suggests that cli- matic and tectonic factors overwhelm lithologic differences in rock strength in this high-relief tectonically active setting.
Publication type | Article |
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Publication Subtype | Journal Article |
Title | Coseismic landslides reveal near-surface rock strength in a high-relief tectonically active setting |
Series title | Geology |
DOI | 10.1130/G36080.1 |
Volume | 43 |
Issue | 1 |
Year Published | 2014 |
Language | English |
Publisher | Geological Society of America |
Publisher location | Boulder, CO |
Contributing office(s) | Office of the AD Hazards |
Description | 4 p. |
First page | 11 |
Last page | 14 |
Online Only (Y/N) | N |
Additional Online Files (Y/N) | N |
Google Analytic Metrics | Metrics page |