Influences of Limestone Aggregates on Concrete Strength in Pipe Piles Production

Yuan Hai Jiang

doi:10.4028/www.scientific.net/AMM.584-586.1370

Paper Titles

Mechanical Properties Analysis of Super Early-Strength Composite Fiber Concrete after High Temperature
p.1351

Experimental Study on Mechanical Properties of Steel and Polypropylene Fiber-Reinforced Concrete
p.1355

Expermental Study on the Mixture Ratio and the Compressive Strength of Concrete with Recycle Crushed Brick Coarse Aggregate
p.1362

Impact of Slag Powder Concent on Splitting Tensile Properties of Concrete
p.1366

Influences of Limestone Aggregates on Concrete Strength in Pipe Piles Production
p.1370

Test Study on the Bonding Properties between Deformed Steel Fibers and Cement
p.1375

Influence of the Geometrical Values of Hollowness on the Physicotechnical Characteristics of the Concrete Vibropressed Wall Stones
p.1381

The Relationship between the Water Absorption Capacity of SAP and the Amount of Entrained Water in HPC
p.1388

Analysis of Application of Molecular Sieve on the Woody Fire-Retardant Research
p.1395

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 584-586Influences of Limestone Aggregates on Concrete...

Influences of Limestone Aggregates on Concrete Strength in Pipe Piles Production

Abstract:

Taking the limestone and siliceous rocks as coarse aggregates to mix concrete,through normal pressure steam curing and autoclave curing,the concrete compressive strength after demould and compressive strength after autoclave curing are tested.The results indicate that the concrete compressive strength increases obviously after normal pressure steam curing when taking the limestone and granite as coarse aggregates,and the strength increasing laws are basically in accordance.However,the concrete compressive strength is great different after autoclave curing when taking the limestone and granite as coarse aggregates,the concrete strength increases lower with limestone as coarse aggregate,but the concrete strength increases higher with siliceous rocks as coarse aggregate.

You might also be interested in these eBooks

Architecture, Building Materials and Engineering Management IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 584-586)

Pages:

1370-1374

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.584-586.1370

Citation:

Cite this paper

Online since:

July 2014

Authors:

Yuan Hai Jiang

Keywords:

Autoclave Curing, Concrete Strength, Gravel Aggregate, Limestone Aggregate, Piles

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] 国标GB13476-2009. 《先张法预应力混凝土管桩》[S].

DOI: 10.36956/edc.v2i12.280

Google Scholar

[1] GB13476-2009. Pretensioned prestressed concrete pipe pile, [S].

Google Scholar

[2] 蒋元海. 关于我国管桩行业现状及发展的建议，混凝土与水泥制品[J]，2007. 4, 31-32.

DOI: 10.18686/bd.v1i2.45

Google Scholar

[2] Jiang Yuanhai. On the current situation and development suggestion of pipe piles industry in China, concrete and cement products [J], 2007. 4, 31-32.

Google Scholar