A tieback wall was used to control an earth slide on KY 227 in Carroll County. Herein is contained a description of the wall construction and problems encountered during construction. Also included are descriptions of materials used and wall components. The short-term wall performance indicates the tieback wall has controlled the earth slide and, to date, is a satisfactory solution. Long-term monitoring of the tieback wall will continue
Early in 1966, during the construction of a large embankment between Stations 1738+00 and 1745+00 on...
924248PDFTech ReportKTC-00-1EmbankmentsHighwaysSlope stabilityRisk assessmentBridge approachesEarthq...
Construction and performance evaluations of Hydraway and Akwadrain edge drains are presented. Constr...
Cover title.; "August 2000"--Technical rept. documentation page.; "November 2000."; Includes bibliog...
The report submitted herein is a case history describing observations and in-depth analyses made at ...
The Kentucky Transportation Center was requested by Bhate Engineering Corporation and A.B. Shopping ...
A visual inspection of a slide near Milepost 153 on I 64 was made April 11, 1972, and reported in a ...
The Kentucky Transportation Center was requested by Bhate Engineering Corporation and A.B. Shopping ...
This report has been prepared to describe the history and present condition of a landslide area on I...
This report has been prepared to describe the conditions of the landslide area on Interstate Route I...
PDFTech ReportKTC-05-04/SPR180-98-1FKY SPR-180-98-1FLandslidesHighway maintenanceEmbankmentsRail (Ra...
This report discusses the investigation of the premature cracking that occurred on the National Turn...
With the increase in modern highway construction, the occurrence of landslides has been growing prop...
It has been shown that engineering experience and performance histories of earthwork structures and ...
Statewide survey of skid resistance continued in 1976 with testing of rural, major, collector roads ...
Early in 1966, during the construction of a large embankment between Stations 1738+00 and 1745+00 on...
924248PDFTech ReportKTC-00-1EmbankmentsHighwaysSlope stabilityRisk assessmentBridge approachesEarthq...
Construction and performance evaluations of Hydraway and Akwadrain edge drains are presented. Constr...
Cover title.; "August 2000"--Technical rept. documentation page.; "November 2000."; Includes bibliog...
The report submitted herein is a case history describing observations and in-depth analyses made at ...
The Kentucky Transportation Center was requested by Bhate Engineering Corporation and A.B. Shopping ...
A visual inspection of a slide near Milepost 153 on I 64 was made April 11, 1972, and reported in a ...
The Kentucky Transportation Center was requested by Bhate Engineering Corporation and A.B. Shopping ...
This report has been prepared to describe the history and present condition of a landslide area on I...
This report has been prepared to describe the conditions of the landslide area on Interstate Route I...
PDFTech ReportKTC-05-04/SPR180-98-1FKY SPR-180-98-1FLandslidesHighway maintenanceEmbankmentsRail (Ra...
This report discusses the investigation of the premature cracking that occurred on the National Turn...
With the increase in modern highway construction, the occurrence of landslides has been growing prop...
It has been shown that engineering experience and performance histories of earthwork structures and ...
Statewide survey of skid resistance continued in 1976 with testing of rural, major, collector roads ...
Early in 1966, during the construction of a large embankment between Stations 1738+00 and 1745+00 on...
924248PDFTech ReportKTC-00-1EmbankmentsHighwaysSlope stabilityRisk assessmentBridge approachesEarthq...
Construction and performance evaluations of Hydraway and Akwadrain edge drains are presented. Constr...