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Probabilistic Study of the Undrained Bearing Capacity of Strip Footings

Brahmi, N. / Mellas, M. / Mabrouki, A. / Benmeddour, D. / Ouahab, M. Y.

Abstract The undrained bearing capacity of strip footings has been extensively studied in the literature by a deterministic manner where the soil is assumed uniform. In practice, the spatial variability of random soil affects the ultimate bearing capacity of strip footings. This paper focuses on a probabilistic study using adaptive finite element limit analysis combined with random field theory to investigate the bearing capacity of strip footings subjected to vertical and centric inclined loads, on a cohesive soil with spatially variable distribution of the undrained shear strength. A parametric study is performed using OptumG2 to investigate the effects of diverse probabilistic parameters associated in the problem of undrained bearing capacity of strip footings.

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Probabilistic Study of the Undrained Bearing Capacity of Strip Footings

Brahmi, N. / Mellas, M. / Mabrouki, A. / Benmeddour, D. / Ouahab, M. Y.

Abstract The undrained bearing capacity of strip footings has been extensively studied in the literature by a deterministic manner where the soil is assumed uniform. In practice, the spatial variability of random soil affects the ultimate bearing capacity of strip footings. This paper focuses on a probabilistic study using adaptive finite element limit analysis combined with random field theory to investigate the bearing capacity of strip footings subjected to vertical and centric inclined loads, on a cohesive soil with spatially variable distribution of the undrained shear strength. A parametric study is performed using OptumG2 to investigate the effects of diverse probabilistic parameters associated in the problem of undrained bearing capacity of strip footings.

Probabilistic Study of the Undrained Bearing Capacity of Strip Footings

Brahmi, N. / Mellas, M. / Mabrouki, A. / Benmeddour, D. / Ouahab, M. Y.

Abstract The undrained bearing capacity of strip footings has been extensively studied in the literature by a deterministic manner where the soil is assumed uniform. In practice, the spatial variability of random soil affects the ultimate bearing capacity of strip footings. This paper focuses on a probabilistic study using adaptive finite element limit analysis combined with random field theory to investigate the bearing capacity of strip footings subjected to vertical and centric inclined loads, on a cohesive soil with spatially variable distribution of the undrained shear strength. A parametric study is performed using OptumG2 to investigate the effects of diverse probabilistic parameters associated in the problem of undrained bearing capacity of strip footings.

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Titel:

Probabilistic Study of the Undrained Bearing Capacity of Strip Footings

Beteiligte:

Brahmi, N. (Autor:in) / Mellas, M. (Autor:in) / Mabrouki, A. (Autor:in) / Benmeddour, D. (Autor:in) / Ouahab, M. Y. (Autor:in)

Erschienen in:

GCEC 2017 ; 225-233

Lecture Notes in Civil Engineering ; 9

Erscheinungsdatum:

13.05.2018

Format / Umfang:

9 pages

ISBN:

978-981-10-8015-9 , 978-981-10-8016-6

ISSN:

2366-2557 , 2366-2565

DOI:

https://doi.org/10.1007/978-981-10-8016-6_17

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Bearing capacity , Strip footing , Random field , Cohesive soil Engineering , Civil Engineering , Geotechnical Engineering & Applied Earth Sciences , Remote Sensing/Photogrammetry , Hydrology/Water Resources , Climate Change/Climate Change Impacts , Image Processing and Computer Vision

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