The Effect Of Partial Skirt On The Bearing Capacity Of Square Footing On Sand

oweidat, Mohammad and -, Anto Budi Listyawan, ST, M. Sc (2018) The Effect Of Partial Skirt On The Bearing Capacity Of Square Footing On Sand. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Capacity bearing considered as the main factor for foundation design, it is a mandatory to reach an effort to enhance the bearing capacity, Attached skirts that linked to the bellow it is an alternative of it, it could be used to enhancement capacity bearing of shallow footing on soil sand, the research testing twelve lab experiments on steel square footing with different width with different formulation of water content and compaction method, from the test it could conclude skirts are very effective to enhance the ultimate capacity, it increases the length as well as it reduce the settlement , settlement decreases when it observed on the same value of load, the longest skirted has the best situation of settlement.The settlement generally decreases, when it is observed on the same value of load, 5.00 KN. Skirted square footing with the longest skirt has the best condition of settlement.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	data , informasi , perpustakaan
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	Unnamed user with username d100144032
Date Deposited:	19 Jul 2018 11:45
Last Modified:	19 Jul 2018 11:45
URI:	http://eprints.ums.ac.id/id/eprint/63671

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