Fig 1.
SWCC as illustrated by Eyo et al [46].
Fig 2.
Slope geometry of slope Bukit Mewah.
Fig 3.
Landscape of studied slopes with sensors location.
Fig 4.
Field monitoring enclosure on site.
Table 1.
Slope profile.
Table 2.
Soil index properties.
Table 3.
Soil engineering properties.
Fig 5.
The particle size distribution of the soil slope.
Fig 6.
Precipitation records obtained from field monitoring.
Fig 7.
Precipitation records of KLIA Sepang in comparison to the field monitoring.
Fig 8.
The volumetric water content for depth 1 m.
Fig 9.
The volumetric water content for depth 0.5 m.
Fig 10.
The volumetric water content for toe section.
Fig 11.
The volumetric water content for middle section.
Fig 12.
The volumetric water content for crest section.
Fig 13.
The matric suction for depth 1 m.
Fig 14.
The matric suction for depth 0.5 m.
Fig 15.
The matric suction for toe section.
Fig 16.
The matric suction for middle section.
Fig 17.
The matric suction for crest section.
Fig 18.
Data chart for volumetric water content vs matric suction at 1 m depth.
Fig 19.
Data chart for volumetric water content vs matric suction at 0.5 m depth.
Fig 20.
SWCC fitted using field monitoring data for location points at 1 m depth crest section.
Fig 21.
SWCC fitted using field monitoring data for location points at 1 m depth middle section.
Fig 22.
SWCC fitted using field monitoring data for location points at 1 m depth toe section.
Fig 23.
SWCC fitted using field monitoring data for location points at 0.5 m depth crest section.
Fig 24.
SWCC fitted using field monitoring data for location points at 0.5 m depth middle section.
Fig 25.
SWCC fitted using field monitoring data for location points at 0.5 m depth toe section.
Table 4.
Fitting parameters values and RMSE for different depth and location of soil.