Comparative analysis of natural nanosilica versus commercial nanosilica on compressive strength and durability of high-performance concrete

• Autorzy: Tjahjani A.R. Indra , Fulazzaky Mohamad Ali , Jonbi Jonbi , Tinumbia Nuryani , Meutia Wita , Suraedi Daral , Ranna Prima

Identyfikatory

DOI

10.24425/ace.2023.146066

• Języki publikacji: EN

Abstrakty

EN

This study provides a comparative analysis of natural nanosilica (NSn), which is an extract of natural silica sand processed into nanosilica with commercial nanosilica (NSc) derived from semiconductor industrial waste, in 80 MPa high performance concrete (HPC). The percentage of using nanosilica is (3%, 5%, 10%, 15%) by weight of cement used directly and combined with 5% silica fume. Analysis was carried out through compressive strength test, durability through permeability test, rapid chloride penetration test (RCPT), and microstructure test through scanning electron microscopy (SEM). The results of the analysis show that natural nanosilica is equivalent to commercial nanosilica, in applications it is better to use silica fume incorporation. The optimum percentage of using NSn10% and (SF) 5%, while 5% NSc and 5% SF, in these proportions shows the best compressive strength and durability. It’s just that the use of natural nanosilika is 5% more than commercial nanosilika. The benefit of this research is that natural materials such as silica sand with high SiO2 content, can be processed into nanosilica as an advanced material, which can be used as an eco-friendly construction material.

Słowa kluczowe

EN

natural material; commercial material; nanosilika; compressive strength; durability; high performance concrete; eco-friendly material

PL

nanokrzemionka; materiał naturalny; materiał komercyjny; wytrzymałość na ściskanie; trwałość; beton wysokiej wytrzymałości; materiał ekologiczny

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2023
• Tom: Vol. 69, nr 3
• Strony: 49--63
• Opis fizyczny: Bibliogr. 48 poz., il., tab.

Twórcy

autor

Tjahjani A.R. Indra

• Pancasila Univesity, Faculty of Civil Engineering, Jagakarsa, South Jakarta, Indonesia

• https://orcid.org/0000-0003-4963-1471

autor

Fulazzaky Mohamad Ali

• Ton Duc Thang University, Sustainable Development in Civil Engineering Research Group (SDCE), Hồ Chí Minh, Vietnam

• https://orcid.org/0000-0002-4600-5742

autor

Jonbi Jonbi

• Pancasila Univesity, Faculty of Civil Engineering, Jagakarsa, South Jakarta, Indonesia

• https://orcid.org/0000-0002-0285-1525

autor

Tinumbia Nuryani

• Pancasila Univesity, Faculty of Civil Engineering, Jagakarsa, South Jakarta, Indonesia

• https://orcid.org/0000-0002-5857-0511

autor

Meutia Wita

• Pancasila Univesity, Faculty of Civil Engineering, Jagakarsa, South Jakarta, Indonesia

• https://orcid.org/0000-0003-2145-7942

autor

Suraedi Daral

• Pancasila Univesity, Faculty of Civil Engineering, Jagakarsa, South Jakarta, Indonesia

• https://orcid.org/0000-0002-7779-4924

autor

Ranna Prima

• Pancasila Univesity, Faculty of Civil Engineering, Jagakarsa, South Jakarta, Indonesia

• https://orcid.org/0000-0002-5629-0997

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