Stability Charts for Limiting Horizontal Normal Pressure on Cohesive-frictional Backfill for Deep Contiguous Piled Walls Article Swipe
Suraparb Keawsawasvong
,
Jyant Kumar
,
Rungkhun Banyong
,
Kongtawan Sangjinda
·
YOU?
·
· 2022
· Open Access
·
· DOI: https://doi.org/10.2174/18741495-v16-e2209080
YOU?
·
· 2022
· Open Access
·
· DOI: https://doi.org/10.2174/18741495-v16-e2209080
Background: This study presents a numerical solution for determining the limiting uniform normal pressure acting horizontally behind cohesive-frictional backfill material in a deep contiguous piled wall. At this limiting pressure, the soil tends to flow out in gaps between a series of vertical piles placed at a certain uniform horizontal spacing. Methods: The lower and upper bound plane strain finite element limit analysis (FELA) has been carried out for this purpose. The Mohr-Coulomb failure criterion, using an associated flow rule, was employed to impose the yield condition in the soil mass. Results: A parametric study was carried out to obtain the magnitude of the non-dimensional limiting lateral resistance ( F / cD ) as a function of normalized pile spacing ( S/D ), the friction angle of soils ( ϕ ), and the adhesion factor ( δ ) at the soil-pile interface; here, F refers to the lateral normal resistance (force) per unit length offered by the pile, S forms the clear spacing between piles, D is the diameter of the pile and c is soil cohesion. The impact of the different parameters on the failure mechanisms has been examined comprehensively. Conclusion: The lateral resistance ( F / cD ) offered by the piles increases generally with a decrease in the spacing between the piles. The magnitude of F / cD increases further with an increase in the values of ϕ and δ .
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.2174/18741495-v16-e2209080
- https://opencivilengineeringjournal.com/VOLUME/16/ELOCATOR/e187414952209080/PDF/
- OA Status
- diamond
- Cited By
- 7
- References
- 32
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4311514562
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https://openalex.org/W4311514562Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.2174/18741495-v16-e2209080Digital Object Identifier
- Title
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Stability Charts for Limiting Horizontal Normal Pressure on Cohesive-frictional Backfill for Deep Contiguous Piled WallsWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2022Year of publication
- Publication date
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2022-12-05Full publication date if available
- Authors
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Suraparb Keawsawasvong, Jyant Kumar, Rungkhun Banyong, Kongtawan SangjindaList of authors in order
- Landing page
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https://doi.org/10.2174/18741495-v16-e2209080Publisher landing page
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https://opencivilengineeringjournal.com/VOLUME/16/ELOCATOR/e187414952209080/PDF/Direct link to full text PDF
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YesWhether a free full text is available
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diamondOpen access status per OpenAlex
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https://opencivilengineeringjournal.com/VOLUME/16/ELOCATOR/e187414952209080/PDF/Direct OA link when available
- Concepts
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Geotechnical engineering, Limit analysis, Lateral earth pressure, Cohesion (chemistry), Pile, Limiting, Plane stress, Structural engineering, Parametric statistics, Finite element method, Mohr–Coulomb theory, Geology, Engineering, Mathematics, Physics, Quantum mechanics, Mechanical engineering, StatisticsTop concepts (fields/topics) attached by OpenAlex
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7Total citation count in OpenAlex
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2025: 4, 2023: 3Per-year citation counts (last 5 years)
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32Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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