This paper describes the methodology used to perform seismic structural analyses on a conceptual waste package design for the disposal of high-level nuclear waste in a geologic respository. The waste package design analyzed is intended to hold uncanistered spent fuel. The purpose of this analysis is to determine if the proposed waste package design can withstand the seismic loads caused by nearby fault movement during the preclosure period of the repository without breaching the inner or outer waste package barriers or damaging the internal structures, which would affect their ability to separate the waste forms. For uncanistered spent fuel waste packages, this is interpreted to mean that no yielding of the basket structure is permitted
Reference concepts for geologic disposal of used nuclear fuel and high-level radioactive waste in th...
A performance goal-based seismic design philosophy, compatible with DOE`s present natural phenomena ...
This calculation was to seismically evaluate Landfill IV at Y-12 as required by Tennessee Rule 1200-...
The potential repository system is intended to isolate high-level radioactive waste at Yucca Mountai...
This paper summarizes the technical efforts for resolving issues on rock mechanics as applied to dev...
A high level nuclear waste repository, like the one at Nevada`s Yucca Mountain that is being investi...
The M&O contractor for the DOE Office of Civilian Radioactive Waste Management is developing designs...
In recent years, the development of radioactive waste containers for nuclear facility decommissionin...
This paper critically reviews seismic design practices in light of the observed performance of landf...
The purpose of this document is to provide an integrated overview of the calculation reports that de...
One of the current major national environmental problems is the safe disposal of large quantities of...
The structural stability of a waste package is essential for containing radioactive waste for the lo...
Facility 317 of Argonne National Laboratory consists of several reinforced concrete waste storage va...
This paper presents an overview of the preclosure seismic hazards and the influence of these hazards...
The purpose of this Design Analysis is to develop preliminary design of the waste package transporte...
Reference concepts for geologic disposal of used nuclear fuel and high-level radioactive waste in th...
A performance goal-based seismic design philosophy, compatible with DOE`s present natural phenomena ...
This calculation was to seismically evaluate Landfill IV at Y-12 as required by Tennessee Rule 1200-...
The potential repository system is intended to isolate high-level radioactive waste at Yucca Mountai...
This paper summarizes the technical efforts for resolving issues on rock mechanics as applied to dev...
A high level nuclear waste repository, like the one at Nevada`s Yucca Mountain that is being investi...
The M&O contractor for the DOE Office of Civilian Radioactive Waste Management is developing designs...
In recent years, the development of radioactive waste containers for nuclear facility decommissionin...
This paper critically reviews seismic design practices in light of the observed performance of landf...
The purpose of this document is to provide an integrated overview of the calculation reports that de...
One of the current major national environmental problems is the safe disposal of large quantities of...
The structural stability of a waste package is essential for containing radioactive waste for the lo...
Facility 317 of Argonne National Laboratory consists of several reinforced concrete waste storage va...
This paper presents an overview of the preclosure seismic hazards and the influence of these hazards...
The purpose of this Design Analysis is to develop preliminary design of the waste package transporte...
Reference concepts for geologic disposal of used nuclear fuel and high-level radioactive waste in th...
A performance goal-based seismic design philosophy, compatible with DOE`s present natural phenomena ...
This calculation was to seismically evaluate Landfill IV at Y-12 as required by Tennessee Rule 1200-...