High level waste facilities at the Savannah River Site include several major structures that must meet seismic requirements, including the Defense Waste Processing Facility. Numerous geotechnical and geological investigations have been performed to characterize the in-situ static and dynamic properties of the soil sediments. These investigations have led to conclusions concerning the stability of foundation soils in terms of liquefaction potential and structure settlement. This report reviews past work that addresses seismic soil stability and presents the results of more recent analyses incorporating updated seismic criteria
This document summarizes laboratory dynamic soil testing investigations conducted by the University ...
A geotechnical investigation has been completed for the In Tank Processing Facility (ITP) which cons...
This paper is focused on the influence of foundation soil on the seismic factor of the safety of a t...
This calculation was to seismically evaluate Landfill IV at Y-12 as required by Tennessee Rule 1200-...
This paper critically reviews seismic design practices in light of the observed performance of landf...
A workshop was held in Augusta, GA, February 11-13, 1981 to review and assess the state-of-the-art f...
As Hanford Site contractors address future structural demands on nuclear waste tanks, built as early...
This report documents the basis for the selection of Savannah River Site areas and existing faciliti...
The occurrence of liquefaction phenomenon may be induced in the event of a large magnitude earthquak...
The use of pseudo-static procedures for assessing seismic slope stability analysis of a tailings sto...
This report describes the development of Savannah River Site (SRS) soil seismic hazard for oscillato...
In the present study, robust closed form solution is developed to compute the seismic factor of safe...
This Site Hydrogeologic/Geotechnical Characterization Report (SHCR) presents the results of a compre...
Seismic design of landfills requires an understanding of the dynamic properties of municipal solid w...
Design of geotechnical engineering problems that involve dynamic loading of soils and soil-structure...
This document summarizes laboratory dynamic soil testing investigations conducted by the University ...
A geotechnical investigation has been completed for the In Tank Processing Facility (ITP) which cons...
This paper is focused on the influence of foundation soil on the seismic factor of the safety of a t...
This calculation was to seismically evaluate Landfill IV at Y-12 as required by Tennessee Rule 1200-...
This paper critically reviews seismic design practices in light of the observed performance of landf...
A workshop was held in Augusta, GA, February 11-13, 1981 to review and assess the state-of-the-art f...
As Hanford Site contractors address future structural demands on nuclear waste tanks, built as early...
This report documents the basis for the selection of Savannah River Site areas and existing faciliti...
The occurrence of liquefaction phenomenon may be induced in the event of a large magnitude earthquak...
The use of pseudo-static procedures for assessing seismic slope stability analysis of a tailings sto...
This report describes the development of Savannah River Site (SRS) soil seismic hazard for oscillato...
In the present study, robust closed form solution is developed to compute the seismic factor of safe...
This Site Hydrogeologic/Geotechnical Characterization Report (SHCR) presents the results of a compre...
Seismic design of landfills requires an understanding of the dynamic properties of municipal solid w...
Design of geotechnical engineering problems that involve dynamic loading of soils and soil-structure...
This document summarizes laboratory dynamic soil testing investigations conducted by the University ...
A geotechnical investigation has been completed for the In Tank Processing Facility (ITP) which cons...
This paper is focused on the influence of foundation soil on the seismic factor of the safety of a t...