Effect of stress conditions on concentrated leak erosion resistant of fine-grained soils with different characteristics

Simple item page
dc.authorid0000-0002-9481-7956
dc.contributor.authorTopçu, Sadettin
dc.contributor.authorSavaş, Hasan
dc.contributor.authorTosun, Hasan
dc.date.accessioned2025-03-05T06:42:22Z
dc.date.available2025-03-05T06:42:22Z
dc.date.issued2024-08
dc.departmentRektörlüğe Bağlı Birimler, Rektörlüğe ait Yayınlar
dc.descriptionScience Citation Index Expanded (SCI-EXPANDED)
dc.description.abstractInternal erosion is one of the most important factors that cause earth structures that retain water, such as embankment dams, to collapse. Concentrated leak erosion, one of the forms of internal erosion, occurs in cracked fine-grained soils and pressurized flow conditions. To evaluate the concentrated leak erosion risk of cracks/voids, it is necessary to ascertain the erosion resistance of these materials. The erosion rate and critical shear stresses determine internal erosion resistance in concentrated leak erosion. This study determined soil’s concentrated leak erosion resistance using test equipment that allowed the flow to pass through a hole with stress-free (no loading), anisotropic-compression stress, anisotropic-expansion stress, and isotropic stress conditions. The stresses that developed in the samples’ hole wall where erosion occurred were determined with numerical modeling as pre-experimental stress conditions. The experiments were performed under a single hydraulic head on four selected cohesive soils with different erosion sensitivity. Time-dependent flow rates obtained from the test system can be used to determine hydraulic parameters, such as energy grade lines, with the help of basic theorems of pipe hydraulics in theoretical hydraulic models. Moreover, the erosion rates were quantitatively determined using the continuity equation, while critical shear stresses were qualitatively compared for concentrated leak erosion developed by the dispersion mechanism. As a result of the experiments, stress conditions influence the concentrated leak erosion resistance in the soil samples with dispersive erosion. Moreover, the shear strength in the Mohr–Coulomb hypothesis can explain the erosion resistance in these soils under stress conditions depending on the sand/clay ratio.
dc.description.sponsorshipTUBİTAK
dc.identifier.citationTopçu, S., Savaş, H. & Tosun, H. (2024). Effect of stress conditions on concentrated leak erosion resistant of fine-grained soils with different characteristics.Acta Geotechnica. 19(12), 7967–7988. https://doi.org/10.1007/s11440-024-02376-y
dc.identifier.doi10.1007/s11440-024-02376-y
dc.identifier.eissn1861-1133
dc.identifier.endpage7988
dc.identifier.issn1861-1125
dc.identifier.issue12
dc.identifier.scopus2-s2.0-85200977064
dc.identifier.startpage7967
dc.identifier.urihttps://dspace.mudanya.edu.tr/handle/20.500.14362/289
dc.identifier.volume19
dc.identifier.wosWOS:001289423800001
dc.identifier.wosqualityQ1
dc.institutionauthorTosun, Hasan
dc.language.isoen
dc.publisherSpringer
dc.relation.journalActa Geotechnica
dc.relation.publicationcategoryMakale- Uluslararası- Hakemli Dergi- Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectConcentrated leak erosion
dc.subjectDispersive soil
dc.subjectInternal erosion
dc.subjectSwelling soil
dc.subjectTriaxial stress
dc.titleEffect of stress conditions on concentrated leak erosion resistant of fine-grained soils with different characteristics
dc.typeMakale
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
Effect of stress conditions on concentrated leak erosion resistant of fine-grained soils with different characteristics.pdf
Size:
3.45 MB
Format:
Adobe Portable Document Format
Description:
Download
License bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
license.txt
Size:
1.8 KB
Format:
Item-specific license agreed to upon submission
Description:
Download
Collections
Rektörlüğe ait yayınlar