Data Report of Aftershocks of the 03 November 2002, Mw 7.9, Denali Fault Earthquake Recorded Near the Fault Rupture at the Richardson Highway and Alyeska Pipeline

By David Carver, Timothy Plucinski, Arthur Frankel and Erdal Safak

U.S. Geological Survey Open-File Report 03-158

 

This figure shows the locations of the K2s relative to the VSMs under which they are located. The pipeline is 48 inches in outside diameter with a wall thickness of 0.562 inches. Each VSM is designed for a load of 60,000 lbs. (including the shoe and cross beam). The VSMs at PIPS reach to bedrock at 22 feet deep respectively. The coefficient of friction between the support beam and the sliding shoe is 0.1. All dimensions are approximate and in English units.

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U.S. Department of the Interior | U.S. Geological Survey URL: https://pubsdata.usgs.gov/pubs/of/2003/ofr-03-158/measurements.html Questions or Assistance: USGS Web Contact Page Last Modified: Sat Jan 12 23:02 EST 2013

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