The Central Corridor Grade Separation project involves elevating high-use at-grade railroad tracks to enhance traffic flow through the active downtown corridor of Wichita, Kansas. Retaining walls ranging in height up to 25 feet above grade are required to meet existing railroad right-of-way restrictions. The Central Corridor site is underlain by sand and clay fill overlying variable thicknesses of compressible silt and clay. Without soil reinforcement, the construction of the walls over the fill and compressible soils would result in excessive settlements and the high bearing stresses imposed by the walls and rail loads exceeded the soil bearing capacity. Several options were evaluated to support the heavy wall loads and reduce the servicea...
This paper will discuss the geotechnical aspects of foundation design, construction support, and the...
A high-speed railway project for trains of speeds of up to 160 km/h is currently being constructed b...
1983Techncial report; Aug 1979-Jan 1982PDFTech ReportUMTA-MA-06-0100-82-2DOT-TSC-UMTA-82-54-2DOT-TSC...
This project deals with analysis and design with an emphasis laid on effect of earthquake on an impo...
PDFTech ReportExperimental Features Project No. OR 89-01Retaining wallsConcrete structuresGeogridsSt...
A geogrid reinforced soil wall with a wrap-around facing system was successfully constructed on soft...
Volpe National Transportation Systems Center, Technical Reference Centerhttps://doi.org/10.21949/152...
A railway track has been constructed connecting industrial petrochemical complexes in Terengganu to ...
In the transition zone of railway tracks, track irregularities occur frequently due to differential ...
Years of dependable service and a multitude of wide ranging installations have led to the corrugated...
Retaining walls are relatively rigid walls used to support the ground laterally so that it can be he...
With Australia facing a rapid increase in population in the next 30 years, the government is being p...
The design and construction of the Chiquita Brands maintenance facility over deep soft compressible ...
009412122001Final ReportPDFTech ReportFHWA/NC/2002-002Backfill soilsComposite materialsDeformationEa...
Australia’s first trains designed 200 km/h are being delivered to Western Australia for the TransWA ...
This paper will discuss the geotechnical aspects of foundation design, construction support, and the...
A high-speed railway project for trains of speeds of up to 160 km/h is currently being constructed b...
1983Techncial report; Aug 1979-Jan 1982PDFTech ReportUMTA-MA-06-0100-82-2DOT-TSC-UMTA-82-54-2DOT-TSC...
This project deals with analysis and design with an emphasis laid on effect of earthquake on an impo...
PDFTech ReportExperimental Features Project No. OR 89-01Retaining wallsConcrete structuresGeogridsSt...
A geogrid reinforced soil wall with a wrap-around facing system was successfully constructed on soft...
Volpe National Transportation Systems Center, Technical Reference Centerhttps://doi.org/10.21949/152...
A railway track has been constructed connecting industrial petrochemical complexes in Terengganu to ...
In the transition zone of railway tracks, track irregularities occur frequently due to differential ...
Years of dependable service and a multitude of wide ranging installations have led to the corrugated...
Retaining walls are relatively rigid walls used to support the ground laterally so that it can be he...
With Australia facing a rapid increase in population in the next 30 years, the government is being p...
The design and construction of the Chiquita Brands maintenance facility over deep soft compressible ...
009412122001Final ReportPDFTech ReportFHWA/NC/2002-002Backfill soilsComposite materialsDeformationEa...
Australia’s first trains designed 200 km/h are being delivered to Western Australia for the TransWA ...
This paper will discuss the geotechnical aspects of foundation design, construction support, and the...
A high-speed railway project for trains of speeds of up to 160 km/h is currently being constructed b...
1983Techncial report; Aug 1979-Jan 1982PDFTech ReportUMTA-MA-06-0100-82-2DOT-TSC-UMTA-82-54-2DOT-TSC...