A geotechnical study has been completed in H-Area for the In-Tank Precipitation Facility (ITP) and the balance of the H-Area Tank Farm (HTF) at the Savannah River Site (SRS) in South Carolina. The study consisted of subsurface field exploration, field and laboratory testing, and engineering analyses. The purpose of these investigations is to evaluate the overall stability of the H-Area tanks under static and dynamic conditions. The objectives of the study are to define the site-specific geological conditions at ITP and HTF, obtain engineering properties for the assessment of the stability of the native soils and embankment under static and dynamic loads (i.e., slope stability, liquefaction potential, and potential settlements), and derive p...
The South Tank Farm (STF) is a series of six, 170,000-gal underground, domed storage tanks that were...
This paper presents results of saturated and unsaturated stability analysis of typical residual slop...
The paper presents a detailed case history of foundation performance of six 60-m diameter, 15-m high...
A geotechnical study has been completed in H-Area for the In-Tank Precipitation Facility (ITP) and t...
The SRS/ITP Soil Evaluation Testing Program was developed and performed to investigate the behavior ...
A geotechnical investigation has been completed for the In Tank Processing Facility (ITP) which cons...
In 1995 WSRC completed the geotechnical assessment for the In-Tank Precipitation Facility and the H-...
A geotechnical investigation program has been completed for the Circulating Light Water Reactor - Tr...
This report details the investigations carrie-d out to assess the potential of storing surface water...
This document summarizes laboratory dynamic soil testing investigations conducted by the University ...
The study aimed to fundamentally understand how soil strength and hydraulic properties are impacted ...
The South Carolina Department of Natural Resources, Water Resources Division (SCWRD), in collaborati...
This interim report evaluates various ways to stabilize decommissioned waste tanks and contaminated ...
Storage tanks for a wastewater treatment plant were stage-loaded on weak compressible fine-grained s...
CH2M HILL Hanford Group, Inc. is currently in the process of constructing a temporary surface barrie...
The South Tank Farm (STF) is a series of six, 170,000-gal underground, domed storage tanks that were...
This paper presents results of saturated and unsaturated stability analysis of typical residual slop...
The paper presents a detailed case history of foundation performance of six 60-m diameter, 15-m high...
A geotechnical study has been completed in H-Area for the In-Tank Precipitation Facility (ITP) and t...
The SRS/ITP Soil Evaluation Testing Program was developed and performed to investigate the behavior ...
A geotechnical investigation has been completed for the In Tank Processing Facility (ITP) which cons...
In 1995 WSRC completed the geotechnical assessment for the In-Tank Precipitation Facility and the H-...
A geotechnical investigation program has been completed for the Circulating Light Water Reactor - Tr...
This report details the investigations carrie-d out to assess the potential of storing surface water...
This document summarizes laboratory dynamic soil testing investigations conducted by the University ...
The study aimed to fundamentally understand how soil strength and hydraulic properties are impacted ...
The South Carolina Department of Natural Resources, Water Resources Division (SCWRD), in collaborati...
This interim report evaluates various ways to stabilize decommissioned waste tanks and contaminated ...
Storage tanks for a wastewater treatment plant were stage-loaded on weak compressible fine-grained s...
CH2M HILL Hanford Group, Inc. is currently in the process of constructing a temporary surface barrie...
The South Tank Farm (STF) is a series of six, 170,000-gal underground, domed storage tanks that were...
This paper presents results of saturated and unsaturated stability analysis of typical residual slop...
The paper presents a detailed case history of foundation performance of six 60-m diameter, 15-m high...