Výsledky vyhledávání - "Shakir Ressol R."

Akademický článek

Effect of the covariance matrix type on the CPT based soil stratification utilizing the Gaussian mixture model

Autor: Thajeel Jawad K., Adel Raghad, Ali Haneen Muhammed, Shakir Ressol R.

Publikováno v: Journal of the Mechanical Behavior of Materials, Vol 31, Iss 1, Pp 492-500 (2022)

The identification and stratification of soils represent an essential step in designing various geotechnical structures. The cone penetration test (CPT) measurements are used widely to classify the soil; however, the soil classification charts such a

Externí odkaz: https://doaj.org/article/d0814beeb64a4ba69e23f0d478597ce7

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Akademický článek

Ultimate bearing capacity of eccentrically loaded square footing over geogrid-reinforced cohesive soil

Autor: Hassan Hussam Aldeen J., Shakir Ressol R.

Publikováno v: Journal of the Mechanical Behavior of Materials, Vol 31, Iss 1, Pp 337-344 (2022)

Construction of shallow foundations on weak cohesive soils have limited load-bearing capacity and excessive vertical displacement. This may cause structural damage and reduce the structure’s durability. Traditionally, weak cohesive soils are excava

Externí odkaz: https://doaj.org/article/948b505154754cf9b7e48680cb5571e5

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Akademický článek

Evaluation on the SPT Based Design Approach for Shallow Foundations

Autor: Fahad Raghad Adel, Shakir Ressol R., Ali Haneen Mohammed

Publikováno v: E3S Web of Conferences, Vol 427, p 01025 (2023)

This research evaluated four SPT-based design equations used to estimate the carrying capacity of shallow footing. Using different methods, two plate load tests performed on silty clay and clay soil in Nasiriyah have been used to obtain the ultimate

Externí odkaz: https://doaj.org/article/94575bf8b6eb4b698d0a72923f11a0c2

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Akademický článek

Uncertainty Characterization for Soil Cohesion in a Project Site in Nasiriyah Using Bayesian Methods

Autor: Abd Al-Haleem Zainab, Shakir Ressol R.

Publikováno v: E3S Web of Conferences, Vol 427, p 01026 (2023)

High uncertainties arias through the characterization of soil parameters because of the lack of data obtained from geotechnical reports. Reducing these uncertainties may improve the characteristic values of soil parameters. This research aims to prob

Externí odkaz: https://doaj.org/article/c30e653144c346bcb9a4e0cccb57f003

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