Effect of calcium chloride on flyash concrete

By:

BHUPINDER Singh

Material type: Text

TextPublication details: Ludhiana PAU 1987Edition: Civil EngineeringDescription: 92LSubject(s):

DDC classification:

T 624.183.4 B51E

Summary: In the present study, 5, 10 & 15% cement was replaced by 10, 15 & 20% (dry weight) flyash quantities respectively. The compressive strengths were found out after 3, 7, 14 & 28 days of curing. Calcium chloride was added to 15% cement replacement by 20% fly

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Item type	Current library	Call number	Status	Date due	Barcode
Theses/ Dissertation	Mohinder Singh Randhawa Library	T 624.183.4 B51E (Browse shelf(Opens below))	Not for loan		185407
Theses/ Dissertation	Mohinder Singh Randhawa Library	T 624.183.4 B51E (Browse shelf(Opens below))	Not for loan		185408

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Previous	T 624.182 V29O Optimum design of steel frames with ductility concept	T 624.182 V29O Optimum design of steel frames with ductility concept	T 624.183.4 B51E Effect of calcium chloride on flyash concrete	T 624.183.4 B51E Effect of calcium chloride on flyash concrete	T624.183 4 R14P Performance study of concerete containing fibre, flyash and air .. strength	T624.183 4 R14P Performance study of concerete containing fibre, flyash and air .. strength	T 624.183.4 S94S Strength characteristics of partially and fully steel fibred reinforced concrete beams	Next

In the present study, 5, 10 & 15% cement was replaced by 10, 15 & 20% (dry weight) flyash quantities respectively. The compressive strengths were found out after 3, 7, 14 & 28 days of curing. Calcium chloride was added to 15% cement replacement by 20% fly

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