MATURITY - STRENGTH RELATIONSHIP FOR LIME-FLY ASH CONCRETE.

M. G. Arora; S. K. Khanna

MATURITY - STRENGTH RELATIONSHIP FOR LIME-FLY ASH CONCRETE.

M. G. Arora^*
, S. K. Khanna

^*Corresponding author for this work

King Fahd University of Petroleum & Minerals

Research output: Contribution to journal › Article › peer-review

Abstract

Compressive strength of lime-fly ash concrete mix in the initial stages of hardening is found to be greatly influenced by the curing period and temperature. E. Rastrup's maturity combining the curing parameters could be related to the observed unconfined compressive strength of the mix and expressed mathematically. A mathematical relationship between the observed compressive and flexural strength of the material matured under identical curing conditions has also been developed. The mix exhibited adequate strength in flexure when it was matured to Rastrup's value of about 450 days.

Original language	English
Pages (from-to)	1-17
Number of pages	17
Journal	Highway Research Bulletin (New Delhi)
Issue number	3
State	Published - 1976

ASJC Scopus subject areas

General Engineering

Cite this

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title = "MATURITY - STRENGTH RELATIONSHIP FOR LIME-FLY ASH CONCRETE.",

abstract = "Compressive strength of lime-fly ash concrete mix in the initial stages of hardening is found to be greatly influenced by the curing period and temperature. E. Rastrup's maturity combining the curing parameters could be related to the observed unconfined compressive strength of the mix and expressed mathematically. A mathematical relationship between the observed compressive and flexural strength of the material matured under identical curing conditions has also been developed. The mix exhibited adequate strength in flexure when it was matured to Rastrup's value of about 450 days.",

author = "Arora, \{M. G.\} and Khanna, \{S. K.\}",

year = "1976",

language = "English",

pages = "1--17",

journal = "Highway Research Bulletin (New Delhi)",

issn = "0376-4788",

number = "3",

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TY - JOUR

T1 - MATURITY - STRENGTH RELATIONSHIP FOR LIME-FLY ASH CONCRETE.

AU - Arora, M. G.

AU - Khanna, S. K.

PY - 1976

Y1 - 1976

N2 - Compressive strength of lime-fly ash concrete mix in the initial stages of hardening is found to be greatly influenced by the curing period and temperature. E. Rastrup's maturity combining the curing parameters could be related to the observed unconfined compressive strength of the mix and expressed mathematically. A mathematical relationship between the observed compressive and flexural strength of the material matured under identical curing conditions has also been developed. The mix exhibited adequate strength in flexure when it was matured to Rastrup's value of about 450 days.

AB - Compressive strength of lime-fly ash concrete mix in the initial stages of hardening is found to be greatly influenced by the curing period and temperature. E. Rastrup's maturity combining the curing parameters could be related to the observed unconfined compressive strength of the mix and expressed mathematically. A mathematical relationship between the observed compressive and flexural strength of the material matured under identical curing conditions has also been developed. The mix exhibited adequate strength in flexure when it was matured to Rastrup's value of about 450 days.

UR - https://www.scopus.com/pages/publications/0017271299

M3 - Article

AN - SCOPUS:0017271299

SN - 0376-4788

SP - 1

EP - 17

JO - Highway Research Bulletin (New Delhi)

JF - Highway Research Bulletin (New Delhi)

IS - 3

ER -

MATURITY - STRENGTH RELATIONSHIP FOR LIME-FLY ASH CONCRETE.

Abstract

ASJC Scopus subject areas

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