Study of mix design method for self-compactable high performance concrete with lime stone powder

Kenji Sakata; Toshiki Ayano

doi:10.2472/jsms.45.993

Study of mix design method for self-compactable high performance concrete with lime stone powder

Research output: Contribution to journal › Article

Abstract

Self-compactable high performance concrete, which can be poured in casting forms without any compaction, is of importance to many engineers because of the reliability of economic and efficient construction of concrete structures by utilizing very little manpower for placing of void free concrete. By the mix design method proposed in this paper, it is possible to choose the required average strength, water content and sand/aggregate ratio to suit special and particular conditions of concrete structures under various environmental conditions.

Original language	English
Pages (from-to)	993-1000
Number of pages	8
Journal	Zairyo/Journal of the Society of Materials Science, Japan
Volume	45
Issue number	9
DOIs	https://doi.org/10.2472/jsms.45.993
Publication status	Published - Jan 1 1996

ASJC Scopus subject areas

Materials Science(all)
Condensed Matter Physics
Mechanics of Materials
Mechanical Engineering

Access to Document

10.2472/jsms.45.993

Fingerprint Dive into the research topics of 'Study of mix design method for self-compactable high performance concrete with lime stone powder'. Together they form a unique fingerprint.

Cite this

Sakata, K., & Ayano, T. (1996). Study of mix design method for self-compactable high performance concrete with lime stone powder. Zairyo/Journal of the Society of Materials Science, Japan, 45(9), 993-1000. https://doi.org/10.2472/jsms.45.993

@article{09b30f6ee24546628a5299f5fa0cb545,

title = "Study of mix design method for self-compactable high performance concrete with lime stone powder",

abstract = "Self-compactable high performance concrete, which can be poured in casting forms without any compaction, is of importance to many engineers because of the reliability of economic and efficient construction of concrete structures by utilizing very little manpower for placing of void free concrete. By the mix design method proposed in this paper, it is possible to choose the required average strength, water content and sand/aggregate ratio to suit special and particular conditions of concrete structures under various environmental conditions.",

author = "Kenji Sakata and Toshiki Ayano",

year = "1996",

month = jan,

day = "1",

doi = "10.2472/jsms.45.993",

language = "English",

volume = "45",

pages = "993--1000",

journal = "Zairyo/Journal of the Society of Materials Science, Japan",

issn = "0514-5163",

publisher = "Society of Materials Science Japan",

number = "9",

}

TY - JOUR

T1 - Study of mix design method for self-compactable high performance concrete with lime stone powder

AU - Sakata, Kenji

AU - Ayano, Toshiki

PY - 1996/1/1

Y1 - 1996/1/1

N2 - Self-compactable high performance concrete, which can be poured in casting forms without any compaction, is of importance to many engineers because of the reliability of economic and efficient construction of concrete structures by utilizing very little manpower for placing of void free concrete. By the mix design method proposed in this paper, it is possible to choose the required average strength, water content and sand/aggregate ratio to suit special and particular conditions of concrete structures under various environmental conditions.

AB - Self-compactable high performance concrete, which can be poured in casting forms without any compaction, is of importance to many engineers because of the reliability of economic and efficient construction of concrete structures by utilizing very little manpower for placing of void free concrete. By the mix design method proposed in this paper, it is possible to choose the required average strength, water content and sand/aggregate ratio to suit special and particular conditions of concrete structures under various environmental conditions.

UR - http://www.scopus.com/inward/record.url?scp=0030234074&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0030234074&partnerID=8YFLogxK

U2 - 10.2472/jsms.45.993

DO - 10.2472/jsms.45.993

M3 - Article

AN - SCOPUS:0030234074

VL - 45

SP - 993

EP - 1000

JO - Zairyo/Journal of the Society of Materials Science, Japan

JF - Zairyo/Journal of the Society of Materials Science, Japan

SN - 0514-5163

IS - 9

ER -