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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Format: | Article |
Language: | English |
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Tikrit University
2013-08-01
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Series: | Tikrit Journal of Engineering Sciences |
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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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first_indexed | 2024-03-13T00:11:24Z |
format | Article |
id | doaj.art-342fdc87f20a49e382d1c25e539d4cf3 |
institution | Directory Open Access Journal |
issn | 1813-162X 2312-7589 |
language | English |
last_indexed | 2024-03-13T00:11:24Z |
publishDate | 2013-08-01 |
publisher | Tikrit University |
record_format | Article |
series | Tikrit Journal of Engineering Sciences |
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 |