The SRS/ITP Soil Evaluation Testing Program was developed and performed to investigate the behavior of the soil deposits at the Savannah River Site`s In-Tank Precipitation facility under dynamic loading. There were two distinct soil deposits involved in the current testing program: the Tobacco Road formation (sampled at depths between 28 and 100 feet at the site) and the Santee formation (sampled from depths between 170 and 180 feet). The Tobacco Road samples consisted of clayey sands (typically {open_quotes}SC{close_quotes} by the Unified Soil Classification System), yellow to reddish-brown in color with fine to medium sized sand particles. The Santee samples were also clayey sands, but nearly white in color. The two types of cyclic triaxi...
PDFTech Reporthttp://ntl.bts.gov/lib/43000/43200/43297/3109fulltext.pdfFHWA/IN/JTRP-2011/12SPR-3109C...
The liquefaction tank is an experimental facility developed to conduct physical scale model tests of...
A soil improvement program revealed new dimensions of rate of pore pressure dissipation, settlement,...
A geotechnical study has been completed in H-Area for the In-Tank Precipitation Facility (ITP) and t...
This document summarizes laboratory dynamic soil testing investigations conducted by the University ...
Over the past decade, liquefaction assessments have been performed for many existing and planned cri...
In 1995 WSRC completed the geotechnical assessment for the In-Tank Precipitation Facility and the H-...
[[abstract]]A new field-testing technique has been developed in which liquefaction and pore pressure...
A considerable amount of research has been conducted on the strength of both clays and sands, while ...
[[abstract]]A new field-testing technique has been developed in which liquefaction and pore pressure...
Over the past decade, liquefaction assessments have been performed for many existing and planned cri...
A geotechnical investigation has been completed for the In Tank Processing Facility (ITP) which cons...
Liquefaction is a phenomenon during which saturated cohesionless soils lose a major portion of their...
For many years, the Cone Penetrometer Test (CPT), Flat Plate Dilatometer Test (DMT) and Standard Pen...
Storage tanks for a wastewater treatment plant were stage-loaded on weak compressible fine-grained s...
PDFTech Reporthttp://ntl.bts.gov/lib/43000/43200/43297/3109fulltext.pdfFHWA/IN/JTRP-2011/12SPR-3109C...
The liquefaction tank is an experimental facility developed to conduct physical scale model tests of...
A soil improvement program revealed new dimensions of rate of pore pressure dissipation, settlement,...
A geotechnical study has been completed in H-Area for the In-Tank Precipitation Facility (ITP) and t...
This document summarizes laboratory dynamic soil testing investigations conducted by the University ...
Over the past decade, liquefaction assessments have been performed for many existing and planned cri...
In 1995 WSRC completed the geotechnical assessment for the In-Tank Precipitation Facility and the H-...
[[abstract]]A new field-testing technique has been developed in which liquefaction and pore pressure...
A considerable amount of research has been conducted on the strength of both clays and sands, while ...
[[abstract]]A new field-testing technique has been developed in which liquefaction and pore pressure...
Over the past decade, liquefaction assessments have been performed for many existing and planned cri...
A geotechnical investigation has been completed for the In Tank Processing Facility (ITP) which cons...
Liquefaction is a phenomenon during which saturated cohesionless soils lose a major portion of their...
For many years, the Cone Penetrometer Test (CPT), Flat Plate Dilatometer Test (DMT) and Standard Pen...
Storage tanks for a wastewater treatment plant were stage-loaded on weak compressible fine-grained s...
PDFTech Reporthttp://ntl.bts.gov/lib/43000/43200/43297/3109fulltext.pdfFHWA/IN/JTRP-2011/12SPR-3109C...
The liquefaction tank is an experimental facility developed to conduct physical scale model tests of...
A soil improvement program revealed new dimensions of rate of pore pressure dissipation, settlement,...