Amrulloh, Azam and , Agus Susanto, S.T, M.T (2017) Effect Of The Distance Between Vertical Drainage Column In Clay Soil Against Settlement Due To Distributed Load. Skripsi thesis, Universitas Muhammadiyah Surakarta.
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Abstract
In Java region there’s type of clay that can be found in several areas in Central Java, such as Blora, Purwodadi, Solo, Sragen, Klaten. In this study the land used as sample is from Troketon Pedan Klaten village which has a PI value of 50.20%, so making it less beneficial for contruction. In this study the property of the soil is improved by vertical drainage reinforcement. This study aims to determine the value of soil settlement that is influenced by the distance between columns due to the distributed load on it. In this research the test is done by including the soil into a box that has been paired with column mold, then it’s saturated with water for four days, then the water is removed through the faucet and then being kept for 24 hours, then three dials installed and given a distributed load on it. The test results showed that the smallest soil settlement value was found on soil using lime with spacing between column 50 cm 2.11mm, while the biggest settlement value occurred on soil using sand column with distance of coloumn 50 cm is 5.31 mm, near the lime column distance the smaller the decrease value. While on the variation of sand and lime combination as the reinforcement of soil obtained the least value of the settlement occurred on the variation of lime columns above the sand with a distance between columns 100 cm of 3.05 mm.
Item Type: | Karya ilmiah (Skripsi) |
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Uncontrolled Keywords: | Distance variation, Soil settlement, Vertical drainage |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Fakultas Teknik > Teknik Sipil |
Depositing User: | Azam Amrulloh |
Date Deposited: | 23 Oct 2017 12:13 |
Last Modified: | 20 Nov 2019 02:45 |
URI: | http://eprints.ums.ac.id/id/eprint/56427 |
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