Tinjauan Penurunan Konsolidasi Tanah Lempung Desa Troketon Pedan Klaten yang Distabilisasi dengan Tras dan Kapur(Studi Kasus Desa Troketon, Pedan, Klaten)

Satria, Novi and , Ir. Renaningsih, MT. (2018) Tinjauan Penurunan Konsolidasi Tanah Lempung Desa Troketon Pedan Klaten yang Distabilisasi dengan Tras dan Kapur(Studi Kasus Desa Troketon, Pedan, Klaten). Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Land is the basis of a structure or construction, both building construction and road construction, and becomes a problem if the land used for building construction or roads has bad properties. Examples of land that has a bad nature are land in the area of Troketon Village, Pedan, Klaten, which is often damaged by road construction. Therefore it is necessary to repair the soil by stabilization. One way to improve the soil is to use added tras and lime materials with a percentage of 5% tras lime mixture 0%, 2.5%, 5%, 7.5%, and 10% which are expected to improve the physical properties of the soil and support the soil better. The research method is in the form of a series of tests, namely physical soil test including water content, specific gravity, atterm limits, and grain gradations for each addition of tras and lime, while mechanical testing includes the Standard Proctor and California Bearing Ratio tests. The results of the physical properties test of the original soil in this study obtained a moisture content of 9.979%, Gs 2.73, LL 70.45%, PL 38.05%, SL 36.52%, PI 32.40 and passed filter No. 200 of 86.00%. The results of the mixed soil physical properties test showed that the water content, Gs, LL, PL, PI, passed filter No.200 and the index group experienced a decrease with variations in the addition of tras and lime. While the SL test has decreased. After the soil physical properties test was carried out, the classification of mixed tras soil according to the AASHTO system was included in group A7-5, whereas according to the USCS system the soil was included in the CH group. Soil compaction testing uses Standard Proctor, and the maximum dry weight content values obtained increase in the addition of 10% tras and 5% lime with a value of 1.54 gr / cm3. While the optimum water content decreased in the addition of tras 10% and lime 5% with a value of 9.457%. The original soil consolidation test obtained the Coefficient of consolidation (Cv) value of 0.00306 cm2 / second after the addition of 10% tras mixture and 5% lime obtained the highest Coefficient of consolidation (Cv) value of 0.00394 cm2 / second. While the value of the Compression Index (Cc) and Setleement of Consolidation (Sc) experienced the largest decrease in the addition of tras 10% and 5% lime with values on the Compression Index (Cc) with a value of 0.325 cm and Setleement of Consolidation (Sc) 0.0788 and on native land obtained Compression Index (Cc) with a value of 0.440 cm and Setleement of Consolidation (Sc) 0.0929. Keywords: Decrease in consolidation, Stabilization, Clay, Tras and lime.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	Keywords: Decrease in consolidation, Stabilization, Clay, Tras and lime.
Subjects:	T Technology > T Technology (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	NOVI SATRIA
Date Deposited:	21 Nov 2018 03:55
Last Modified:	21 Nov 2018 03:55
URI:	http://eprints.ums.ac.id/id/eprint/69334

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