Geotechnical Mapping for Soil Physical and Mechanical Parameters and Hard Soil Depth in Badung Regency

Abstract

The infrastructure is importantfor the greatlife of a region and most of the country.Therefore, infrastructure must bealways in proper condition inits functionality. Furthermore, it must follow the main principlewhich isinfrastructure asset management. In this case, geotechnical mapping is also related to the principles of Infrastructure Asset Management in planning, designing, and feasibility studies of an infrastructure project in Badung Regency, hencethe infrastructure projects are better prepared. The research methodsincludecollecting soil investigation data, processing soil investigation data, describingthe results of soil investigation data with mapping tools, and geotechnical zoningwith statistical analysis. The results obtaina geotechnical map of Badung Regency in2 and3-dimensional forms.The 2D results in the form of a hard soil depth map can be concluded that South Kuta District has a variable depth of 0.4 –15 meters, North Kuta District has a variable depth of 1.5 –5 meters, Kuta District has a variable depth of 1.5 –10 meters, Mengwi District has a variable depth of 1.5 –10 meters, Abiansemal District has a variable depth of 5-15 meters, Petang District has a variable depth of 5-22 meters. The 3D Zone 1 lithology map can be concluded that the Zone 1 area covered with a hard soil depth of around 5 –10 meters is dominated by sandy silt, silty sand, sand, and a little clayey silt. That area covered with a hard soil depth of about 1.5 –5 meters is dominated by clay, clayey silt, sandy silt, silty sand, and sand with a heterogeneous distribution. The Zone 1 area is dominated by the specific volume saturated value (γsat) range of 1.5 –2.0 t/m3. The values > 2.0 t / m3 are found in Sading area with a hard soil depth of 5-10 meters. The Zone 1 area is dominated by the range of N-SPT values = 0 -30. The N-SPT values > 30 are found in Sading area with hard soil depths of 5-10 meters.