Bearing Capacity of Partially Skirted Footings on Sand

Gautama, Danar Ariangga Windra and , Agus Susanto, S.T, M.T (2017) Bearing Capacity of Partially Skirted Footings on Sand. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Abstract Soil bearing capacity has the most important role to determine the type of foundation. It is important to find an effort of improvement in both sectors of fundamental area either it is on foundation or in soil itself. By adding the partially skirt (partially vertical plate) surroundings under the footings surface can be used as an alternative of improvement the bearing capacity of foundation. This research is performing twelve laboratory models of partially skirted footings with different diameter and partially skrit length, on the sand soil as a media with same compaction method. From the laboratory test which has been done, it was found that the partially skirts improve the bearing capacity of foundation up to 2.97 times than the unskirted foundation. The partially skirt also reduce the settlement up to 82 % in average in the same value of 2 kN load. The partially skirt with the longest skirt has the best result in reducing the settlement.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	partially skirt, circular footing, bearing capacity, settlement, foundation, sand.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	DANAR ARIANGGA WINDRA GAUTAMA
Date Deposited:	03 Aug 2017 06:05
Last Modified:	03 Aug 2017 06:05
URI:	http://eprints.ums.ac.id/id/eprint/54143

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