This study is to provide the useful data for the design and construction of the geotechnicla engineering works by collecting and analyzing the soil properties of granite soil in the Kangwon Province.
Data base was obtained from 92 field sites in th...
This study is to provide the useful data for the design and construction of the geotechnicla engineering works by collecting and analyzing the soil properties of granite soil in the Kangwon Province.
Data base was obtained from 92 field sites in the Kangwon province divided into 15 areas based on adminstration district Total numbers of data were 478.
Correlations between soil constants, especially compaction properties, were obtained by performing statisical analysis.
Analyzed results were as follows.
1.Most of granite soil consists of SM and GM based on United Soil Classification System.
2.Mean gravity of granitesoil is 2.65
3.High correlations between optimum moisture content and the maximum dry density, plasticity index and liquid limit are obtained.
4.Analyzed results between other soil constants show relatively low correlation. However, they show consistant trends matchable to geotechnical engineering senses.