Add to ORKGEarly in 1966, during the construction of a large embankment between Stations 1738+00 and 1745+00 on I 64 in Bath County (I 64-6(6)117, SP 6-404-5G1), a serious slide occurred involving large quantities of the embankment material. After a visit to the site and a review of the subsurface information available, it was assessed that the slide occurred as a result of a bearing-capacity failure of the foundation material
For the past few years, the Division of Research, as a part of its continuing study of the occurrenc...
The failure of an embankment during its construction on soft clay foundation is investigated. Field ...
A visual inspection of a slide near Milepost 153 on I 64 was made April 11, 1972, and reported in a ...
The report submitted herein is a case history describing observations and in-depth analyses made at ...
The Department became aware of fill slippage on I 64 some 300 feet east of mile post 188 during the ...
During the past few months (January, 1966, to the present) the Division of Research has been called ...
Sections of the new Alexandria-Ashland (M) highway in northeastern Kentucky must be located on and t...
The report examines the cause of a differential settlement between the highway approach embankments ...
In January I972, an in-depth investigation of an unstable embankment, Figure 1, on US 119 near Stati...
It has been shown that engineering experience and performance histories of earthwork structures and ...
The nature and causes of the differential settlement between a bridge deck and the adjoining highway...
With the increase in modern highway construction, the occurrence of landslides has been growing prop...
In a meeting held on March 7, 1973, the Division of Research was requested to perform a supplementar...
The general geology of Jefferson County is very similar to that of other counties lying along the fr...
The proposed expansion of ramps connecting Interstate Route 664 with Interstate Route 64 at Hampton,...
For the past few years, the Division of Research, as a part of its continuing study of the occurrenc...
The failure of an embankment during its construction on soft clay foundation is investigated. Field ...
A visual inspection of a slide near Milepost 153 on I 64 was made April 11, 1972, and reported in a ...
The report submitted herein is a case history describing observations and in-depth analyses made at ...
The Department became aware of fill slippage on I 64 some 300 feet east of mile post 188 during the ...
During the past few months (January, 1966, to the present) the Division of Research has been called ...
Sections of the new Alexandria-Ashland (M) highway in northeastern Kentucky must be located on and t...
The report examines the cause of a differential settlement between the highway approach embankments ...
In January I972, an in-depth investigation of an unstable embankment, Figure 1, on US 119 near Stati...
It has been shown that engineering experience and performance histories of earthwork structures and ...
The nature and causes of the differential settlement between a bridge deck and the adjoining highway...
With the increase in modern highway construction, the occurrence of landslides has been growing prop...
In a meeting held on March 7, 1973, the Division of Research was requested to perform a supplementar...
The general geology of Jefferson County is very similar to that of other counties lying along the fr...
The proposed expansion of ramps connecting Interstate Route 664 with Interstate Route 64 at Hampton,...
For the past few years, the Division of Research, as a part of its continuing study of the occurrenc...
The failure of an embankment during its construction on soft clay foundation is investigated. Field ...
A visual inspection of a slide near Milepost 153 on I 64 was made April 11, 1972, and reported in a ...