Effects of embedment depth on the pullout capacity of bucket foundations in sand. (1st October 2021)
- Record Type:
- Journal Article
- Title:
- Effects of embedment depth on the pullout capacity of bucket foundations in sand. (1st October 2021)
- Main Title:
- Effects of embedment depth on the pullout capacity of bucket foundations in sand
- Authors:
- Ssenyondo, Vicent
Hong, Seongho
Bong, Taeho
Kim, Sung-Ryul - Abstract:
- Abstract: A series of 1 g experimental tests was conducted to investigate the effects of embedment depth on the pullout capacity of bucket foundations in sand. Polycarbonate model buckets with a constant diameter of 150 mm and length-to-diameter ( L/D ) ratios of 0.5, 1.0 and 1.5 were employed varying loading rates from 0.002 N/s to 4.1 N/s. The slow loading rate of 0.002 N/s induced drained conditions characterised with substantially small suction force and high skirt resistance. The fast loading rate of 4.1 N/s induced nearly undrained conditions characterised by large suction force and almost full uplift of the soil plug. The pullout capacity increased almost linearly with the L/D ratio. A 50% increase in embedment depth resulted in an average increase in pullout capacity of 40%. The pullout capacity and suction force inside the bucket rapidly increased with the loading rate in the partially drained condition, and converged to nearly constant values in the undrained condition. In the nearly undrained condition, the suction force at the tip was approximately half of that under the lid. The simplified approach reasonably predicted the capacities of buckets with various L/D ratios. Highlights: 1 g experimental tests were conducted on polycarbonate model buckets in sandy ground. The effect of embedment ratio on pullout capacity was investigated at various loading rates. The pullout capacity increased almost linearly with the embedment ratio. A 50% increase in embedment depthAbstract: A series of 1 g experimental tests was conducted to investigate the effects of embedment depth on the pullout capacity of bucket foundations in sand. Polycarbonate model buckets with a constant diameter of 150 mm and length-to-diameter ( L/D ) ratios of 0.5, 1.0 and 1.5 were employed varying loading rates from 0.002 N/s to 4.1 N/s. The slow loading rate of 0.002 N/s induced drained conditions characterised with substantially small suction force and high skirt resistance. The fast loading rate of 4.1 N/s induced nearly undrained conditions characterised by large suction force and almost full uplift of the soil plug. The pullout capacity increased almost linearly with the L/D ratio. A 50% increase in embedment depth resulted in an average increase in pullout capacity of 40%. The pullout capacity and suction force inside the bucket rapidly increased with the loading rate in the partially drained condition, and converged to nearly constant values in the undrained condition. In the nearly undrained condition, the suction force at the tip was approximately half of that under the lid. The simplified approach reasonably predicted the capacities of buckets with various L/D ratios. Highlights: 1 g experimental tests were conducted on polycarbonate model buckets in sandy ground. The effect of embedment ratio on pullout capacity was investigated at various loading rates. The pullout capacity increased almost linearly with the embedment ratio. A 50% increase in embedment depth resulted in an average increase in pullout capacity of 40%. The simplified approach reasonably predicted the capacities. … (more)
- Is Part Of:
- Ocean engineering. Volume 237(2021)
- Journal:
- Ocean engineering
- Issue:
- Volume 237(2021)
- Issue Display:
- Volume 237, Issue 2021 (2021)
- Year:
- 2021
- Volume:
- 237
- Issue:
- 2021
- Issue Sort Value:
- 2021-0237-2021-0000
- Page Start:
- Page End:
- Publication Date:
- 2021-10-01
- Subjects:
- Bucket foundation -- 1 g Model tests -- Pullout capacity -- Embedment ratio -- Loading rate -- Drainage condition
Ocean engineering -- Periodicals
Ocean engineering
Periodicals
620.4162 - Journal URLs:
- http://www.sciencedirect.com/science/journal/00298018 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.oceaneng.2021.109643 ↗
- Languages:
- English
- ISSNs:
- 0029-8018
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 6231.280000
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British Library HMNTS - ELD Digital store - Ingest File:
- 23809.xml