A case study of soil-pile interaction in soft soils

Publikation: KonferencebidragPaperForskningpeer review

Standard

A case study of soil-pile interaction in soft soils. / Kania, Jakub Gabriel; Sørensen, Kenny Kataoka.

2019. Paper præsenteret ved 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Island.

Publikation: KonferencebidragPaperForskningpeer review

Harvard

Kania, JG & Sørensen, KK 2019, 'A case study of soil-pile interaction in soft soils' Paper fremlagt ved 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Island, 01/09/2019 - 06/09/2019, . https://doi.org/10.32075/17ECSMGE-2019-0280

APA

Kania, J. G., & Sørensen, K. K. (2019). A case study of soil-pile interaction in soft soils. Paper præsenteret ved 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Island. https://doi.org/10.32075/17ECSMGE-2019-0280

CBE

Kania JG, Sørensen KK. 2019. A case study of soil-pile interaction in soft soils. Paper præsenteret ved 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Island. https://doi.org/10.32075/17ECSMGE-2019-0280

MLA

Vancouver

Kania JG, Sørensen KK. A case study of soil-pile interaction in soft soils. 2019. Paper præsenteret ved 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Island. https://doi.org/10.32075/17ECSMGE-2019-0280

Author

Kania, Jakub Gabriel ; Sørensen, Kenny Kataoka. / A case study of soil-pile interaction in soft soils. Paper præsenteret ved 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Island.

Bibtex

@conference{ecc5f3d3491448a187eb74a55fff24f6,
title = "A case study of soil-pile interaction in soft soils",
abstract = "The results of soil-structure interaction of driven steel piles installed through soft soils are pre-sented. Two instrumented, 12 m embedment, 406 mm diameter steel piles were installed at a construction site in Esbjerg, Denmark. One of the test piles was bitumen coated. The test piles were driven through 3.5 m of re-claimed sand and 3.6 m of soft soil into underlying sand layer. To investigate the soil-pile interaction due to pile installation and surcharge loading adjacent to the piles after installation, the test piles were instrumented with distributed fibre optic strain sensors along the full length of the piles. It was found that the test piles experienced compression loads after installation and lateral deflections due to surcharge loading in the soft soils. This case study documents the existence and magnitude of residual loads in driven steel piles after installation, the influence of bitumen coating and the effect of lateral thrust on the piles in an upper soft soil layer.",
author = "Kania, {Jakub Gabriel} and S{\o}rensen, {Kenny Kataoka}",
year = "2019",
doi = "10.32075/17ECSMGE-2019-0280",
language = "English",
note = "null ; Conference date: 01-09-2019 Through 06-09-2019",
url = "https://www.ecsmge-2019.com",

}

RIS

TY - CONF

T1 - A case study of soil-pile interaction in soft soils

AU - Kania, Jakub Gabriel

AU - Sørensen, Kenny Kataoka

PY - 2019

Y1 - 2019

N2 - The results of soil-structure interaction of driven steel piles installed through soft soils are pre-sented. Two instrumented, 12 m embedment, 406 mm diameter steel piles were installed at a construction site in Esbjerg, Denmark. One of the test piles was bitumen coated. The test piles were driven through 3.5 m of re-claimed sand and 3.6 m of soft soil into underlying sand layer. To investigate the soil-pile interaction due to pile installation and surcharge loading adjacent to the piles after installation, the test piles were instrumented with distributed fibre optic strain sensors along the full length of the piles. It was found that the test piles experienced compression loads after installation and lateral deflections due to surcharge loading in the soft soils. This case study documents the existence and magnitude of residual loads in driven steel piles after installation, the influence of bitumen coating and the effect of lateral thrust on the piles in an upper soft soil layer.

AB - The results of soil-structure interaction of driven steel piles installed through soft soils are pre-sented. Two instrumented, 12 m embedment, 406 mm diameter steel piles were installed at a construction site in Esbjerg, Denmark. One of the test piles was bitumen coated. The test piles were driven through 3.5 m of re-claimed sand and 3.6 m of soft soil into underlying sand layer. To investigate the soil-pile interaction due to pile installation and surcharge loading adjacent to the piles after installation, the test piles were instrumented with distributed fibre optic strain sensors along the full length of the piles. It was found that the test piles experienced compression loads after installation and lateral deflections due to surcharge loading in the soft soils. This case study documents the existence and magnitude of residual loads in driven steel piles after installation, the influence of bitumen coating and the effect of lateral thrust on the piles in an upper soft soil layer.

U2 - 10.32075/17ECSMGE-2019-0280

DO - 10.32075/17ECSMGE-2019-0280

M3 - Paper

ER -