Penurunan Pondasi Bujur Sangkar yang Diperkuat Kolom Kapur

Ipsondara, Ihpa Renda and , Anto Budi Listyawan, S.T., M.Sc. (2018) Penurunan Pondasi Bujur Sangkar yang Diperkuat Kolom Kapur. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Soil Strengthening is an attempt to increase the soil bearing capacity. An effort is needed to increase the soil bearing capacity. Vertical drain with lime column that used in squares foundation becomes a solution to increase the bearing capacity of the soil. The study presents six tests laboratory without lime column and with lime column which has circle shape diameter 100 mm, 150 mm and foundation wide 100 mm, 150 mm and height 35 cm on clay homogen soil by maintaining water content and compaction method. The results from all laboratory tests is that the bigger diameter size of lime column and foundation wide, increases the bearing capacity of soil. From laboratory test, we can conclude that by increasing the diameter of lime column and wide of the foundation could increase the bearing capacity value. By increasing wide of the foundation, make it has a higher bearing capacity than increasing the diameter of lime column. The bearing capacity’s value of the soil that using lime column is higher than the bearing capacity without lime column. The highest settlement happen at the loading center, the closer loading distance to loading center, the higher value of settlement.

Item Type: Thesis (Skripsi)
Uncontrolled Keywords: bearing capacity, lime column, loading test, settlement, squares foundation, homogen soil, vertical drain.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: IHPA RENDA IPSONDARA
Date Deposited: 15 Mar 2018 04:29
Last Modified: 15 Mar 2018 04:32
URI: http://eprints.ums.ac.id/id/eprint/60547

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