HUBUNGAN KUAT GESER DENGAN PLASTISITAS, FRAKSI TANAH DAN MINERAL TANAH LEMPUNG DAERAH BENDUNGAN GUNUNG ROWO DAN TOL JATINGALEH – KRAPYAK KM 5+525
ABSTRACT: Indonesia is a
disaster-prone area to landslides and Indonesia has widely spread of clay
soils, so that continuous the study of clay is necessary about characteristics
of clay soil. The purpose of this study is to determine the empirical
relationship plasticity values, fractions and mineral soil and to predict the
effective shear strength c’ and f’. Analysis is about linier regression to
infer the relationship between effective shear strength c’ and f’ with
plasticity values, fractions and mineral soils, then analyze slope stability on
Tol Jatingaleh – Krapyak. The results showed that LL and PI are more large then
c’ value is more large too, but it is reverse about PL. If PL is more large
then c’ is more sligthly If value of c soils is more large then c’ is more
large too, on the contrary if it is f’ soils. Soils with a large content of
montmorillonite tend to have great cohession. Decreasing of montmorilonite, it
means that value of c’ is more slightly because rise of illite and kaolinite.
Further research is indispensible to get enough data to do non-linier
regression and multivariate regression to produce a reliable value R > 0,9.
Penulis: Savitri Eka Putri,
Nurkhasanah Rina Puspita, muhrozi, Indrastono Dwi Atmono
Kode Jurnal: jptsipildd160237
