Numerical Modeling for the Effect of Soil Type on Stability of Embankment

Marwan Adil Hassan; Mohd Ashraf Mohamad Ismail; Heyam Hussein Shaalan

doi:10.28991/CEJ-SP2021-07-04

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Marwan Adil Hassan Department of Civil Engineering, Iraq University College, IUC Al-Estiqlal St., 61001, Basra,, Iraq
Mohd Ashraf Mohamad Ismail
ceashraf@usm.my
School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Pulau Pinang,, Malaysia
Heyam Hussein Shaalan Department of Civil Engineering, Iraq University College, IUC Al-Estiqlal St., 61001, Basra,, Iraq

Vol. 7 (2021): Special Issue "Innovative Strategies in Civil Engineering Grand Challenges"

Special Issue "Innovative Strategies in Civil Engineering Grand Challenges"

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Dike construction has been widely used because of its potential to protect people and properties from overtopping flows. Water levels may exceed a dike crest and cause overtopping flow during high river discharge. This phenomenon has caused serious damage to the dike body due to the reduction of soil shear strength. The increase of water content within particles and its relationship with the development of breach channel failure in downstream and upstream slopes are affected by a series of geotechnical and hydraulic aspects. Transient seepage and slope stability analyses (FOS) were performed in this study using 2D finite element methods and time-history measurements under the effect of sandy and very silty sand soils. The numerical model of SLIDE 2018 was limited by its inability to incorporate all physical processes governing an overtopping breach failure. Numerical analyses were performed to simulate the development of pore pressures and water content at six positions in the dike's upstream and downstream slopes in physical experimental tests using the van Genuchten Equation and the limit equilibrium method. The numerical results revealed that fine particles increase the pore water pressure and reduce the FOS. Appropriate dike design and maintenance are dependent on surrounding hydraulic conditions, dimensions, and soil types. Non-cohesive materials with fine particles were preferable.

Doi: 10.28991/CEJ-SP2021-07-04

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Publication Start Year:	2015
JCR 2023 Impact Factor (IF):	4.3
JIF QUARTILE:	Q1
SJR 2023 Quartile:	Q1
Acceptance Rate:	27%
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Numerical Modeling for the Effect of Soil Type on Stability of Embankment

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