DocumentCode
3171719
Title
Experimental study on shell-strengthening the lightweight pumice aggregates
Author
Xingjun, Lv ; Mingli, Cao
Author_Institution
Sch. of Civil Eng., Dalian Univ. of Technol. Dalian, Dalian, China
fYear
2011
fDate
16-18 April 2011
Firstpage
3173
Lastpage
3176
Abstract
Natural pumice aggregates have the characteristics of low numerical tube pressure and high water absorption, in this study, the pumice aggregates was reinforced by making shell process with the methods of mixing pumice powder and silica fume into cement, which aimed to solve the problem that it was difficult for the preparation of lightweight concrete of high strength . Through the strengthening treatment of pumice aggregates, the light aggregates with the numerical tube pressure of 2.6Mpa bulk density less than 500 kg/m3 and water absorption ranging from 12.1% to 17.5% were obtained. The lightweight aggregate concrete was also made up with pumice. The compressive strength of the concrete at 28d age was higher than 15MPa and the apparent density was about 1400 kg/m3. So the results of this research were conducive for the preparation and application of high-strength and lightweight pumice concrete.
Keywords
absorption; aggregates (materials); cements (building materials); compressive strength; concrete; density; hardening; lightweight structures; mixing; powders; rocks; shells (structures); bulk density; cement; compressive strength; lightweight aggregate concrete; numerical tube pressure; pumice aggregates; pumice powder; shell process; silica fume; strengthening treatment; water absorption; Absorption; Aggregates; Civil engineering; Concrete; Educational institutions; Electron tubes; Volcanic ash; lightweight aggregate; pumice; shell-making; strengthening numerical tube pressure; water absorption;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769432
Filename
5769432
Link To Document