Skip to content
Back to outputs

Improving marine soils by different consolidation methods for stability of harbour structures

Research output: Contribution to journalConference articlepeer-review

Standard

Improving marine soils by different consolidation methods for stability of harbour structures. / Houssam, Khelalfa.

In: IOP Conference Series: Earth and Environmental Science, Vol. 289, No. 1, 012008, 25.06.2019.

Research output: Contribution to journalConference articlepeer-review

Harvard

Houssam, K 2019, 'Improving marine soils by different consolidation methods for stability of harbour structures', IOP Conference Series: Earth and Environmental Science, vol. 289, no. 1, 012008. https://doi.org/10.1088/1755-1315/289/1/012008

APA

Houssam, K. (2019). Improving marine soils by different consolidation methods for stability of harbour structures. IOP Conference Series: Earth and Environmental Science, 289(1), [012008]. https://doi.org/10.1088/1755-1315/289/1/012008

Vancouver

Houssam K. Improving marine soils by different consolidation methods for stability of harbour structures. IOP Conference Series: Earth and Environmental Science. 2019 Jun 25;289(1). 012008. https://doi.org/10.1088/1755-1315/289/1/012008

Author

Houssam, Khelalfa. / Improving marine soils by different consolidation methods for stability of harbour structures. In: IOP Conference Series: Earth and Environmental Science. 2019 ; Vol. 289, No. 1.

Bibtex

@article{f6e584aeb2a54afb8d7c94b8a5842e51,
title = "Improving marine soils by different consolidation methods for stability of harbour structures",
abstract = "Marine geotechnics is one of the most difficult specialties and is part of coastal engineering. The geotechnician is interested in soils as these are the main element of the context in which the stability of a structure will be designed. The methods of improvement of vibroflotation (VF), dynamic compaction (DC) and the pre-loading took a scale in Algeria these last years, they are applied at the port of DjenDjen in Jijel province, object of our study, in the framework of its extension and its development, in order to improve the support soil which will receive the foundations of the protections structures and the container terminal in caissons. The main objective is to establish numerical studies of the stability of the protection structure realized on the improved soil which was itself taken into consideration in the modelling, while respecting also the real phasing of construction of this structure. However, soil improvement was checked before and after treatment to verify its influence on the stability of the harbour structures.",
keywords = "Dynamic compaction, Harbour structures, Numerical modelling, Preloading, Soil improvement, Vibroflotation",
author = "Khelalfa Houssam",
year = "2019",
month = jun,
day = "25",
doi = "10.1088/1755-1315/289/1/012008",
language = "English",
volume = "289",
journal = "IOP Conference Series: Earth and Environmental Science",
issn = "1755-1307",
publisher = "IOP Publishing",
number = "1",
note = "3rd International Conference on Geoscience, Energy and Materials, I-GEM 2019 ; Conference date: 10-04-2019 Through 12-04-2019",

}

RIS

TY - JOUR

T1 - Improving marine soils by different consolidation methods for stability of harbour structures

AU - Houssam, Khelalfa

PY - 2019/6/25

Y1 - 2019/6/25

N2 - Marine geotechnics is one of the most difficult specialties and is part of coastal engineering. The geotechnician is interested in soils as these are the main element of the context in which the stability of a structure will be designed. The methods of improvement of vibroflotation (VF), dynamic compaction (DC) and the pre-loading took a scale in Algeria these last years, they are applied at the port of DjenDjen in Jijel province, object of our study, in the framework of its extension and its development, in order to improve the support soil which will receive the foundations of the protections structures and the container terminal in caissons. The main objective is to establish numerical studies of the stability of the protection structure realized on the improved soil which was itself taken into consideration in the modelling, while respecting also the real phasing of construction of this structure. However, soil improvement was checked before and after treatment to verify its influence on the stability of the harbour structures.

AB - Marine geotechnics is one of the most difficult specialties and is part of coastal engineering. The geotechnician is interested in soils as these are the main element of the context in which the stability of a structure will be designed. The methods of improvement of vibroflotation (VF), dynamic compaction (DC) and the pre-loading took a scale in Algeria these last years, they are applied at the port of DjenDjen in Jijel province, object of our study, in the framework of its extension and its development, in order to improve the support soil which will receive the foundations of the protections structures and the container terminal in caissons. The main objective is to establish numerical studies of the stability of the protection structure realized on the improved soil which was itself taken into consideration in the modelling, while respecting also the real phasing of construction of this structure. However, soil improvement was checked before and after treatment to verify its influence on the stability of the harbour structures.

KW - Dynamic compaction

KW - Harbour structures

KW - Numerical modelling

KW - Preloading

KW - Soil improvement

KW - Vibroflotation

UR - http://www.scopus.com/inward/record.url?scp=85068673181&partnerID=8YFLogxK

U2 - 10.1088/1755-1315/289/1/012008

DO - 10.1088/1755-1315/289/1/012008

M3 - Conference article

AN - SCOPUS:85068673181

VL - 289

JO - IOP Conference Series: Earth and Environmental Science

JF - IOP Conference Series: Earth and Environmental Science

SN - 1755-1307

IS - 1

M1 - 012008

T2 - 3rd International Conference on Geoscience, Energy and Materials

Y2 - 10 April 2019 through 12 April 2019

ER -

ID: 15899248