12-. can cause unsoundness of cement. b - Alkalis C- Cao a- sulfate compounds 13- At any stage of hydration, the . .represent that part of the gross volume which has not been filled by the products of hydration. a- capillary pores d- Cao and MgO b-gel pores c- air voids d- not all of them 14- Rapid-hardening Portland cement is due to a- C3S content higher than 55% all them. 15- Low heat Portland cement is type . .as Astm C150 а- Туре ! b- specific surface 450 to 600 m/kg c- all of them d- not of b- Type IV - (Type III) d-(Туpe V)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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12-..
can cause unsoundness of cement.
c- Cao
b- Alkalis
a- sulfate compounds
13- At any stage of hydration, the . .represent that part of the gross volume which
d- Cao and Mgo
has not been filled by the products of hydration.
b-gel pores
C- air voids d- not all of them
a- capillary pores
14- Rapid-hardening Portland cement is due to
a- C3S content higher than 55%
all them.
15- Low heat Portland cement is type ...
a- Type I
b- specific surface 450 to 600 m?/kg c- all of them d- not of
.as Astm C150
b-Тype IV
с- (Туре I)
d-(Туpe V)
Transcribed Image Text:12-.. can cause unsoundness of cement. c- Cao b- Alkalis a- sulfate compounds 13- At any stage of hydration, the . .represent that part of the gross volume which d- Cao and Mgo has not been filled by the products of hydration. b-gel pores C- air voids d- not all of them a- capillary pores 14- Rapid-hardening Portland cement is due to a- C3S content higher than 55% all them. 15- Low heat Portland cement is type ... a- Type I b- specific surface 450 to 600 m?/kg c- all of them d- not of .as Astm C150 b-Тype IV с- (Туре I) d-(Туpe V)
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