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Open image in new window Fig. 9 Geoelectric section along traverse 4. The stable segment of the road pavement on which VES 27, VES 28 and VES 30 data were acquired, is composed of thin high resistive topsoil with a mean resistivity and thickness of 210 Ωm and 1.1 m, respectively which indicates lateritic sand and account for the stability of the road pavement segment.
The weathered layer has a mean resistivity and thickness of 65 Ωm and 18.5 m, respectively.
The weathered layer with a mean resistivity and thickness of 203 Ωm and 14.2 m indicates lateritic sand which is capable to withstand wheel loads.
Beneath the thin topsoil is lateritic layer with a mean resistivity and thickness of 233 Ωm and 3.3 m which actually account for the stability of this segment.
The weathered layer with a mean resistivity and thickness of 54 Ωm and 9.3 m which is typically composed of clay and account to the failure of the road pavement segment.
The weathered layer has a mean resistivity and thickness of 234 Ωm and 11.0 m which indicates lateritic sand composition and this further account for the stability of the segment.
Similar(49)
The topsoil of the segments are clayey with sand/lateritic sand with mean resistivity value 185 Ωm and the mean thickness of 0.7 m.
Based on the mean resistivity of 204.39 Ωm, the regolith units are sandy and coarser.
The observed mean resistivity reduction attributed to infiltrating water during irrigation was scaled to pressure head.
The stable segment of the road pavement at NE flank is characterized by relatively high resistivity topsoil in the depth range 0 2 m with mean resistivity values of 185 Ωm.
This demonstrates a fall in the mean resistivity at all frequencies as the diameter of the probe increases.
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