Applying different soil stabilization mechanisms: a review

• Autorzy: Falah Mayadah W. , Muteb Haitham

Identyfikatory

DOI

10.24425/ace.2023.147663

• Języki publikacji: EN

Abstrakty

EN

To guarantee a durable pavement construction that only needs a little care, it is crucial to manage problematic soil conditions properly and prepare the foundation. Some organizations remove soils since they have realized they do not function as well as other materials (for example, a state specification dictating that frost susceptible loess could not be present in the frost penetration zone). Nevertheless, there are more advantageous or desirable courses of action than this (e.g., excavation might create a disturbance, plus additional issues of disposal and removal). The subgrade conditions described in the preceding section may be improved by stabilization, offering an alternative solution. It is impossible to overstate the importance of ensuring a homogeneous soil profile in terms of density, moisture content, and textural categorization in the top section of the subgrade. Thru soil sub-cutting or other stabilizing methods, this consistency may be attained. Additionally, stabilization may be utilized to prevent swelling in expansive materials, create a weather-resistant work platform, enhance soil workability, and limit issues with frost heave. Alternative stabilizing techniques will be discussed in this part, and advice for choosing the best technique will be adequately provided. The current review paper aims to identify bridge issues related to soft soil and takes two ways of soft soil stabilization: chemical and mechanical. The finding of both methods show that the compressive strength and settlement have been improved after using waste materials; therefore, using waste materials as a cement replacement is considered one of the expansive utilized methods in most construction applications and bridges of that applications.

Słowa kluczowe

EN

soil stabilization; bridge; chemical stabilization; geogrid; fly ash; mechanical stabilization

PL

stabilizacja gruntu; most; stabilizacja chemiczna; geosiatka; popiół lotny; stabilizacja mechaniczna

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2023
• Tom: Vol. 69, nr 4
• Strony: 339--358
• Opis fizyczny: Bibliogr. 59 poz., il.

Twórcy

autor

Falah Mayadah W.

• Building and Construction Engineering Technology Department, Al-Mustaqbal University, Hillah, Iraq (student)
• Department of Civil Engineering, College of Engineering, University of Babylon, Babylon, Iraq (student)

• https://orcid.org/0000-0001-7232-6219

autor

Muteb Haitham

• Department of Civil Engineering, College of Engineering, University of Babylon, Babylon, Iraq

• https://orcid.org/0000-0002-4797-4561

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).