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

M. A. Hafez, C. Y. Lee, Ahmad Fadhli Bin Mamat, Rahsidi Sabri Muda, Z. Almkhal

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

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.

Original languageEnglish
Title of host publicationWater Resources Development and Management
PublisherSpringer
Pages167-174
Number of pages8
DOIs
Publication statusPublished - 01 Jan 2020

Publication series

NameWater Resources Development and Management
ISSN (Print)1614-810X
ISSN (Electronic)2198-316X

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All Science Journal Classification (ASJC) codes

  • Management, Monitoring, Policy and Law
  • Water Science and Technology
  • Environmental Engineering
  • Renewable Energy, Sustainability and the Environment

Cite this

Hafez, M. A., Lee, C. Y., Fadhli Bin Mamat, A., Sabri Muda, R., & Almkhal, Z. (2020). The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment. In Water Resources Development and Management (pp. 167-174). (Water Resources Development and Management). Springer. https://doi.org/10.1007/978-981-15-1971-0_17