Effect of marble dust and glass fiber on expansive soil

• Autorzy: Shukla Rajesh P. , Algotari Divyanshu , Rathod Mahendrasinh

Identyfikatory

DOI

doi.org/10.29227/IM-2020-02-50

Warianty tytułu

PL

Wpływ pyłu marmurowego i włókna szklanego na ekspansywną glebę

• Języki publikacji: EN

Abstrakty

EN

India shares a significant production of glass fiber and marble wastes in the world, which poses a big disposal problem. This study assesses the suitablility of glass fiber and marble dust to enhance the behaviour of expansive soil. The Atterberg’s limits and plasticity index improves by mixing marble dust into the soil. Whereas, the effect of glass fiber on the Atterberg’s limit is not found to be encouraging. The shear strength increases with the addition of marble dust as well as glass fibres. The effect of glass fiber on strains corresponding to peak stress is significantly higher than the marble dust. The strength of fiber-reinforced soil initially increases with the addition of marble dust, to the certain extent, beyond with it decreases. The effect of marble dust on variation in peak stress and corresponding strains is fibre-reinforced soil is found to be almost opposite. The optimum quantity of marble dust and glass fiber is found to be 10%-15% and 3%, respectively.

PL

Gleby ekspansywne to gleby, które mają zdolność kurczenia się i / lub pęcznienia, a tym samym zmiany objętości, w zależności od zmian wilgotności. Utylizacja odpadów przemysłowych to duży problem w Indiach. Obecnie wiele produktów odpadowych stało się popularnymi materiałami konstrukcyjnymi. W niniejszej pracy oceniano przydatność zbrojenia włóknem szklanym do poprawy wytrzymałości gruntu ekspansywnego. Ponadto określa się również wpływ pyłu marmurowego na grunt wzmocniony włóknami. Limity Atterberga i wskaźnik plastyczności poprawiają się poprzez mieszanie pyłu marmurowego z glebą. Natomiast wpływ włókna szklanego na granicę Atterberga nie jest zachęcający. Wytrzymałość na ścinanie wzrasta wraz z dodatkiem pyłu marmurowego oraz włókien szklanych. Jednak wpływ włókna szklanego jest relatywnie bardziej zauważalny w porównaniu z pyłem marmurowym. Stwierdzono, że optymalna ilość pyłu marmurowego i włókna szklanego wynosi odpowiednio 15% i 3%. W przypadku włókna szklanego wytrzymałość na ściskanie i odpowiednie odkształcenie wzrastają odpowiednio o 55–58% i 700%. W gruncie zbrojonym włóknem wytrzymałość początkowo wzrasta wraz z dodatkiem pyłu marmurowego, do pewnego stopnia, po przekroczeniu której maleje. Stwierdzono, że wpływ pyłu marmurowego na zmienność szczytowych naprężeń i odpowiadających im odkształceń gleby wzmocnionej włóknami jest prawie przeciwny.

Słowa kluczowe

EN

compressive strength; reinforcement; fibers; marble dust; stabilization

PL

depozycja na czynniki atmosferyczne; huta miedzi; emisje; metale

• Wydawca: Polskie Towarzystwo Przeróbki Kopalin
• Czasopismo: Inżynieria Mineralna
• Rocznik: 2020
• Tom: no. 2, vol. 2
• Strony: 111--118
• Opis fizyczny: Bibliogr. 37 poz., rys., tab., zdj.

Twórcy

autor

Shukla Rajesh P.

• Institute of Infrastructure Engineering, Ahmedabad India, 382427

autor

Algotari Divyanshu

• Institute of Infrastructure Engineering, Ahmedabad India, 382427

autor

Rathod Mahendrasinh

• Institute of Infrastructure Engineering, Ahmedabad India, 382427

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).