
Soil structural analysis tools and properties for Hanford site waste tank evaluation
Author(s) -
C J Moore,
R D Holtz,
G R Wagenblast,
E D Weiner,
R S Marlow
Publication year - 1995
Language(s) - English
Resource type - Reports
DOI - 10.2172/410309
Subject(s) - hanford site , radioactive waste , engineering , soil water , current (fluid) , civil engineering , environmental science , waste management , geotechnical engineering , electrical engineering , soil science
As Hanford Site contractors address future structural demands on nuclear waste tanks, built as early as 1943, it is necessary to address their current safety margins and ensure safe margins are maintained. Although the current civil engineering practice guidelines for soil modeling are suitable as preliminary design tools, future demands potentially result in loads and modifications to the tanks that are outside the original design basis and current code based structural capabilities. For example, waste removal may include cutting a large hole in a tank. This report addresses both spring modeling of site soils and finite-element modeling of soils. Additionally seismic dynamic modeling of Hanford Site soils is also included. Of new and special interest is Section 2.2 that Professor Robert D. Holtz of the University of Washington wrote on plane strain soil testing versus triaxial testing with Hanford Site application to large buried waste tanks