The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment

In this study, numerical simulation was conducted to characterize and quantify the soil-structure interaction for buried concrete box culverts under high fill embankments. For such buried culverts, the dead weight of soil itself is the main design load, and the effect of live loads is not considered...

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Main Authors: Hafez M.A., Lee C.Y., Fadhli Bin Mamat A., Sabri Muda R., Almkhal Z.
Other Authors: 36871460900
Format: Book Chapter
Published: Springer 2023
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Institution: Universiti Tenaga Nasional
id my.uniten.dspace-25821
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spelling my.uniten.dspace-258212023-05-29T16:14:49Z The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment Hafez M.A. Lee C.Y. Fadhli Bin Mamat A. Sabri Muda R. Almkhal Z. 36871460900 57193686383 57212462032 57189249011 57212469720 In this study, numerical simulation was conducted to characterize and quantify the soil-structure interaction for buried concrete box culverts under high fill embankments. For such buried culverts, the dead weight of soil itself is the main design load, and the effect of live loads is not considered significant. Important factors that influence soil-structure interaction include the effect of the embankment height, the relative stiffness of the existing and backfill soil, culvert buried depth, and the rigidity of the subgrade layer on which the culvert rests. � 2020, Springer Nature Singapore Pte Ltd. Final 2023-05-29T08:14:49Z 2023-05-29T08:14:49Z 2020 Book Chapter 10.1007/978-981-15-1971-0_17 2-s2.0-85076749442 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85076749442&doi=10.1007%2f978-981-15-1971-0_17&partnerID=40&md5=db039c1f6b496d5ea66efc532c4c85da https://irepository.uniten.edu.my/handle/123456789/25821 167 174 Springer Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description In this study, numerical simulation was conducted to characterize and quantify the soil-structure interaction for buried concrete box culverts under high fill embankments. For such buried culverts, the dead weight of soil itself is the main design load, and the effect of live loads is not considered significant. Important factors that influence soil-structure interaction include the effect of the embankment height, the relative stiffness of the existing and backfill soil, culvert buried depth, and the rigidity of the subgrade layer on which the culvert rests. � 2020, Springer Nature Singapore Pte Ltd.
author2 36871460900
author_facet 36871460900
Hafez M.A.
Lee C.Y.
Fadhli Bin Mamat A.
Sabri Muda R.
Almkhal Z.
format Book Chapter
author Hafez M.A.
Lee C.Y.
Fadhli Bin Mamat A.
Sabri Muda R.
Almkhal Z.
spellingShingle Hafez M.A.
Lee C.Y.
Fadhli Bin Mamat A.
Sabri Muda R.
Almkhal Z.
The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment
author_sort Hafez M.A.
title The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment
title_short The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment
title_full The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment
title_fullStr The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment
title_full_unstemmed The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment
title_sort stability of the fill embankment erected from the ringlet reservoir dredged sediment
publisher Springer
publishDate 2023
_version_ 1806425528383569920