Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Rashad Alsirawan"'
Publikováno v:
Heliyon, Vol 10, Iss 15, Pp e35711- (2024)
Prior research has primarily focused on Atterberg limits, void ratios, and/or water content, often disregarding the impact of coarse material percentage in the soil, which significantly affects compressibility behavior. This paper examines the effect
Externí odkaz:
https://doaj.org/article/ad0da31a41934406b05387ad28788bef
Publikováno v:
Buildings, Vol 13, Iss 9, p 2179 (2023)
This research focuses on advancing the geosynthetic-reinforced pile-supported embankment technology over loose sandy soil. A small-scale laboratory model supported by floating piles and a geotextile layer was constructed, and a numerical model was va
Externí odkaz:
https://doaj.org/article/f074f77660e44488ab925ec1b1aae597
Autor:
Rashad Alsirawan
Publikováno v:
Acta Technica Jaurinensis, Vol 14, Iss 4, Pp 455-476 (2021)
A rigid inclusion-supported embankment is used to overcome the problems of soft soils. This system is considered complex due to the various interactions between its elements, namely the embankment body, load transfer platform, geogrid layers, piles,
Externí odkaz:
https://doaj.org/article/80ea7045d75748259f325332877b9794
Publikováno v:
Infrastructures, Vol 8, Iss 5, p 88 (2023)
The construction of tunnels in densely populated urban areas poses a significant challenge in terms of anticipating the settlement that may result from tunnel excavation. This paper presents a new and more realistic modeling method for tunnel excavat
Externí odkaz:
https://doaj.org/article/667665683d1e4873a5a295de7fa7ee2e
Autor:
Rashad Alsirawan
Publikováno v:
Acta Technica Jaurinensis, Vol 14, Iss 1, Pp 36-59 (2021)
Embankment construction on soft soil may result in excessive settlement, loss of bearing capacity, or sliding instability. However, geosynthetic-reinforced pile-supported (GRPS) embankments offer an effective technique to overcome the problems result
Externí odkaz:
https://doaj.org/article/e12cfe548fc8441b949082bf015c1591
Autor:
Rashad Alsirawan, Ammar Alnmr
Publikováno v:
Pollack Periodica. 18:94-99
This work aims to highlight gravity segmental retaining walls with their varied advantages. The paper investigates the dynamic behavior analysis of segmental retaining walls. The stability analysis is conducted on the basis of a pseudo-static Mononob
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6c38897351759b552a8a79e78552996
https://doi.org/10.1556/606.2022.00722
https://doi.org/10.1556/606.2022.00722
Publikováno v:
Sustainability; Volume 15; Issue 7; Pages: 6196
Soft soils with unfavorable properties can be improved using various ground-improvement methods. Among these methods, geosynthetic-reinforced pile-supported (GRPS) embankments are considered a reliable option for challenging ground conditions and tim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::186756545fdc8648f1da440cac70380c
Autor:
Rashad Alsirawan, Edina Koch
Publikováno v:
Pollack Periodica.
The design of supported embankments on soft soil is a common challenge for civil engineers. This article aims to evaluate the performance of three advanced constitutive models for predicting the behavior of soft soils, i.e., hardening soil, hardening
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32e5992cb2cfbef0ad2ffab30c7276be
https://doi.org/10.1556/606.2021.00504
https://doi.org/10.1556/606.2021.00504
Publikováno v:
Sustainability. 15:2802
Expansive soils exist in many countries worldwide, and their characteristics make them exceedingly difficult to engineer. Due to its significant swelling and shrinkage characteristics, expansive soil defies many of the stabilization solutions availab
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0388ea0e681adfb032e2f10848f66a64
https://doi.org/10.3390/su15032802
https://doi.org/10.3390/su15032802