Remedial shielding concepts for Line D and Line D facilities, Los Alamos Meson Physics Facility, Los Alamos National Laboratory, Los Alamos, New Mexico [electronic resource] : Appendix 2. Final report.

Saved in:
Bibliographic Details
Online Access: Online Access
Corporate Author: Los Alamos National Laboratory (Researcher)
Format: Government Document Electronic eBook
Language:English
Published: Washington, D.C. : Oak Ridge, Tenn. : United States. Dept. of Energy ; distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy, 1992.
Subjects:

MARC

LEADER 00000nam a22000003u 4500
001 b7627090
003 CoU
005 20131101000000.0
006 m o d f
007 cr |||||||||||
008 131210e19920528dcu ot f0|||||eng|d
035 |a (TOE)ost463625 
035 |a (TOE)463625 
040 |a TOE  |c TOE 
049 |a GDWR 
072 7 |a 43  |2 edbsc 
086 0 |a E 1.99:la-sub--94-44-app.2 
086 0 |a E 1.99:la-sub--94-44-app.2 
088 |a la-sub--94-44-app.2 
245 0 0 |a Remedial shielding concepts for Line D and Line D facilities, Los Alamos Meson Physics Facility, Los Alamos National Laboratory, Los Alamos, New Mexico  |h [electronic resource] :  |b Appendix 2. Final report. 
260 |a Washington, D.C. :  |b United States. Dept. of Energy ;  |a Oak Ridge, Tenn. :  |b distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy,  |c 1992. 
300 |a 274 p. :  |b digital, PDF file. 
336 |a text  |b txt  |2 rdacontent. 
337 |a computer  |b c  |2 rdamedia. 
338 |a online resource  |b cr  |2 rdacarrier. 
500 |a Published through SciTech Connect. 
500 |a 05/28/1992. 
500 |a "la-sub--94-44-app.2" 
500 |a "DE97002839" 
500 |a Pye, J.H. 
500 |a Pye Construction Technologies, Inc., Santa Fe, NM (United States) 
520 3 |a This appendix contains the structural embankment analysis of the following Line D tunnel sections: 6(T/21), 5(21/21), 3(21/21), 2(21/21), 1(21/21), 2(21/24), 6(T/21), 3(23/23), 5(21/21)S, and 5(2/8). The structural assessment is for each section being covered with a 30 ft tuff berm used as shielding in the event of a beam spill. Each tunnel section is subject to vertical and horizontal loads estimated as 115 lbs/ft² for each 1 ft or overburden and horizontal loads equivalent to 0.2948 of the vertical load, due to the weight of the tuff berm placed over the structure. The profile of the berm is based on preliminary shielding assessments. Shear, axial and bending stresses are determined with the associated tunnel deformations. 
536 |b W-7405-ENG-36. 
650 7 |a Accelerator Facilities.  |2 local. 
650 7 |a Stress Analysis.  |2 local. 
650 7 |a Static Loads.  |2 local. 
650 7 |a Shielding.  |2 local. 
650 7 |a Progress Report.  |2 local. 
650 7 |a Systems Analysis.  |2 local. 
650 7 |a Deformation.  |2 local. 
650 7 |a Earth Berms.  |2 local. 
650 7 |a Lampf Linac.  |2 local. 
650 7 |a Tunnels.  |2 local. 
650 7 |a Particle Accelerators.  |2 edbsc. 
710 2 |a Los Alamos National Laboratory.  |4 res. 
710 1 |a United States.  |b Department of Energy.  |4 spn. 
710 1 |a United States.  |b Department of Energy.  |b Office of Scientific and Technical Information.  |4 dst. 
856 4 0 |u http://www.osti.gov/servlets/purl/463625/  |z Online Access 
907 |a .b76270907  |b 03-07-23  |c 12-11-13 
998 |a web  |b 12-11-13  |c f  |d m   |e p  |f eng  |g dcu  |h 0  |i 2 
956 |a Information bridge 
999 f f |i 673040fe-9dda-58b9-8492-6f9a5c817137  |s 1df1b723-d0a2-5e57-bdcc-afb3ed908ace 
952 f f |p Can circulate  |a University of Colorado Boulder  |b Online  |c Online  |d Online  |e E 1.99:la-sub--94-44-app.2  |h Superintendent of Documents classification  |i web  |n 1