a) Chemically combined water b) gel pores water .. . Evaporation does not cause any volume change. c) free water d) adsorbed water -The capillary porosity of the paste depends... a) Cement type c) The total heat of hydration. d- Aggregates b) water/cement ratio can cause unsoundness of cement. c- Cao a- sulfate compounds -At any stage of hydration, the. .represent that part of the gross volume which b- Alkalis d- CaO and MgO as not been filled by the products of hydration. b-gel pores c- air voids d- not all of them capillary pores -- Rapid-hardening Portland cement is due to ... C3S content higher than 55% them. - Low heat Portland cement is type а- Туре b- specific surface 450 to 600 m?/kg c- all of them d- not of .as Astm C150 b- Type IV C (Type III) d-(Туpe V)
a) Chemically combined water b) gel pores water .. . Evaporation does not cause any volume change. c) free water d) adsorbed water -The capillary porosity of the paste depends... a) Cement type c) The total heat of hydration. d- Aggregates b) water/cement ratio can cause unsoundness of cement. c- Cao a- sulfate compounds -At any stage of hydration, the. .represent that part of the gross volume which b- Alkalis d- CaO and MgO as not been filled by the products of hydration. b-gel pores c- air voids d- not all of them capillary pores -- Rapid-hardening Portland cement is due to ... C3S content higher than 55% them. - Low heat Portland cement is type а- Туре b- specific surface 450 to 600 m?/kg c- all of them d- not of .as Astm C150 b- Type IV C (Type III) d-(Туpe V)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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