Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand

This paper presents the results of laboratory model tests of bearing pressure of circular and ring footing on sand. The effects of the embedment depth, internal friction of sand and the ratio of the inner to the outer diameter of the ring footing have been studied, in order to understand the behavio...

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Main Authors: Hashim G. Rasheed Al-Sumaiday, Israa S. Hussain Al-Tikrity
Format: Article
Language:English
Published: Tikrit University 2013-08-01
Series:Tikrit Journal of Engineering Sciences
Subjects:
Online Access:https://tj-es.com/ojs/index.php/tjes/article/view/414
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author Hashim G. Rasheed Al-Sumaiday
Israa S. Hussain Al-Tikrity
author_facet Hashim G. Rasheed Al-Sumaiday
Israa S. Hussain Al-Tikrity
author_sort Hashim G. Rasheed Al-Sumaiday
collection DOAJ
description This paper presents the results of laboratory model tests of bearing pressure of circular and ring footing on sand. The effects of the embedment depth, internal friction of sand and the ratio of the inner to the outer diameter of the ring footing have been studied, in order to understand the behavior of the sand under the ring footing comparing with the circular one. An optimum ratio of the inner to outer diameter of the ring footing have been indicated which was (0.4), at which the bearing capacity will be greater than the circular footing. Also, the results indicated that there was no interested effect of the embedment depth on that optimum ratio.
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spelling doaj.art-342fdc87f20a49e382d1c25e539d4cf32023-07-12T12:54:33ZengTikrit UniversityTikrit Journal of Engineering Sciences1813-162X2312-75892013-08-0120310.25130/tjes.20.3.07Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on SandHashim G. Rasheed Al-Sumaiday0Israa S. Hussain Al-Tikrity1Civil Eng. Dept., Tikrit University, IraqCivil Eng. Dept., Tikrit University, IraqThis paper presents the results of laboratory model tests of bearing pressure of circular and ring footing on sand. The effects of the embedment depth, internal friction of sand and the ratio of the inner to the outer diameter of the ring footing have been studied, in order to understand the behavior of the sand under the ring footing comparing with the circular one. An optimum ratio of the inner to outer diameter of the ring footing have been indicated which was (0.4), at which the bearing capacity will be greater than the circular footing. Also, the results indicated that there was no interested effect of the embedment depth on that optimum ratio. https://tj-es.com/ojs/index.php/tjes/article/view/414Bearing capacityCircular footingRing footingSand
spellingShingle Hashim G. Rasheed Al-Sumaiday
Israa S. Hussain Al-Tikrity
Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand
Tikrit Journal of Engineering Sciences
Bearing capacity
Circular footing
Ring footing
Sand
title Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand
title_full Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand
title_fullStr Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand
title_full_unstemmed Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand
title_short Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand
title_sort experimental investigation of the bearing pressure for circular and ring footings on sand
topic Bearing capacity
Circular footing
Ring footing
Sand
url https://tj-es.com/ojs/index.php/tjes/article/view/414
work_keys_str_mv AT hashimgrasheedalsumaiday experimentalinvestigationofthebearingpressureforcircularandringfootingsonsand
AT israashussainaltikrity experimentalinvestigationofthebearingpressureforcircularandringfootingsonsand