Abstract

Research Article| January 01, 1977 Orientation of Explosion-induced Surface Fractures Estimated from Preexplosion Fractures and In Situ Stress Measurements C. H. MILLER; C. H. MILLER C. H. Miller and D. R. Miller are with the U.S. Geological Survey, Denver, Colorado. Search for other works by this author on: GSW Google Scholar D. R. MILLER D. R. MILLER C. H. Miller and D. R. Miller are with the U.S. Geological Survey, Denver, Colorado. Search for other works by this author on: GSW Google Scholar Author and Article Information C. H. MILLER C. H. Miller and D. R. Miller are with the U.S. Geological Survey, Denver, Colorado. D. R. MILLER C. H. Miller and D. R. Miller are with the U.S. Geological Survey, Denver, Colorado. Publisher: Association of Environmental & Engineering Geologists First Online: 02 Mar 2017 Online Issn: 1558-9161 Print Issn: 1078-7275 © 1977 Association of Engineering Geologists Environmental & Engineering Geoscience (1977) xiv (1): 27–37. https://doi.org/10.2113/gseegeosci.xiv.1.27 Article history First Online: 02 Mar 2017 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation C. H. MILLER, D. R. MILLER; Orientation of Explosion-induced Surface Fractures Estimated from Preexplosion Fractures and In Situ Stress Measurements. Environmental & Engineering Geoscience 1977;; xiv (1): 27–37. doi: https://doi.org/10.2113/gseegeosci.xiv.1.27 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietyEnvironmental & Engineering Geoscience Search Advanced Search Abstract An underground nuclear explosion caused surface cracks that were oriented as estimated from the measurement of preexplosion fractures and in situ stress. The explosion was detonated in a tunnel mined in volcanic tuff at a depth of 1,400 ft (427 m) beneath the surface of Aqueduct Mesa, Nevada Test Site. Preexplosion fractures in the tunnel have a strongly preferred strike to the north-northeast. The stress measurements indicated that explosion-induced fractures would strike N. 28° E. The regional structural grain and the resulting topography in this part of Nevada also trend north-northeast. The explosion-induced fractures, which lie away from slight collapse features near surface ground zero and inward from the topographic edge of the mesa, trend north-northeast. This content is PDF only. Please click on the PDF icon to access. First Page Preview Close Modal You do not have access to this content, please speak to your institutional administrator if you feel you should have access.

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