Perilaku Pondasi Telapak yang Diperkuat Kolom Pasir-Kapur Terhadap Pembebanan

Adistia, Yoga and , Anto Budi Listyawan ST. M.Sc (2017) Perilaku Pondasi Telapak yang Diperkuat Kolom Pasir-Kapur Terhadap Pembebanan. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

BEHAVIOUR OF FOUTING FOUNDATION REINFORCE BY SAND-LIME COLUMN DUE TO VERTICAL LOADING Land Reinforcement is an improvement effort undertaken with the aim of increasing the carrying capacity of the soil. One of the efforts is by strengthening the sand-lime column. The lime-sand column as a vertical drain using a circular foot base is used to increase the carrying capacity of the soil. The study presented six laboratory tests with and without sand-lime columns of 100 cm and 150 cm diameter and a circular sole of the soles 100 cm and 150 cm in clay, maintaining the water content and compaction method. The results of the entire laboratory test showed that the soil with lime-sand columns was able to withstand a larger maximum load and reduce the decline. Enlarge sand-lime columns and palm foundations can increase the carrying capacity of the soil. Enlarging the foundation of the sole has a greater influence on soil carrying capacity than by increasing the lime-sand column. The greatest decrease occurs at the point closest to loading

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	bearing capacity, sand-lime column, footing foundation, settement, clay soil, vertical drainage
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	YOGA ADISTIA
Date Deposited:	04 Aug 2017 01:16
Last Modified:	04 Aug 2017 01:16
URI:	http://eprints.ums.ac.id/id/eprint/54353

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