Abstract
In this study, grouting was carried out with soil lowering so that grouting was carried out in Section IV Makassar Toll Road Section.One of the problems on land that often becomes an obstacle in a construction activity is land subsidence. The purpose of this study was to analyze the physical and mechanical properties of clay soil and to analyze the carrying capacity of the soil and the consolidation settlement value of clay soil after grouting.The soil stabilization method in this study is the grouting method using portland cement and activated lime. The variation to be used is 2 grouting points of a combination of cement and lime with a width of 2 x 2 x 3,5 meters. The diameter of the points is made differently so that the total surface area.
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