Kurniasih, Lestari and , Anto Budi Listyawan, S.T., M.Sc. (2017) Penanggulangan Kelongsoran pada Ruas Jalan Desa Pencil Jatikuwung Kecamatan Jatipuro Kabupaten Karanganyar dengan Menggunakan Geotekstil. UNSPECIFIED thesis, Universitas Muhammadiyah Surakarta.
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Abstract
There have been significant number of road damage due to soil base instability, one of alternative solution for this problem is using geotectile as strengthening material. According to direct visual inspection,this soil took place at jatikuwung, jatipuro, karanganyar is consisted of red clay soil wich has high plasticity and shrinkage. The experiment was done to find and analyse the soil physics and mechanic characteristic. After finding the soil characteristic, woven geotectile was designed. The result of soil characteristic was data required in calculation i.e., flatten load = 26,118 ton/m; saturated soil of specific gravity for filled-soil = 1,8873 ton/m3; the angle of inner shear = 30˚18’19,33”; and soil cohessivity = 0,099925 ton/m2; whereas for base soil, saturated soil specific gravity = 1,8112 ton/m3, the angle of inner shear = 28˚48’29,64”; and soil cohessivity = 1,0842 ton/m2 the final result of this analysis was that use of woven geotectile WG-350. Σult = 11,072 ton/m2 is feasible to be used as strengthening materials, because it can detain moment with safety factor (SF = 3,609>1,5); can detain shear with savety factor (SF = 1,869>1,5); and can detain soil strength compression with safety factor (SF = 3,377>2,0).
| Item Type: | Karya ilmiah (UNSPECIFIED) |
|---|---|
| Uncontrolled Keywords: | road damage, geotectile woven, characteristic of soil. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | Lestari Kurniasih |
| Date Deposited: | 07 Feb 2018 04:53 |
| Last Modified: | 07 Feb 2018 04:53 |
| URI: | http://eprints.ums.ac.id/id/eprint/59568 |
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