State two disadvantages of air entraining admixtures.

1 Answer

Answer :

Disadvantages of air entraining admixtures: 1.Porosity of the concrete mass increases the chances of honeycombing. 2.The density of concrete i.e. unit weight decreases. 3.Workability of concrete increases but strength of concrete decreases up to certain extent.

Related questions

Description : Admixtures which cause early setting and hardening of concrete are called (A) Workability admixtures (B) Accelerators (C) Retarders (D) Air entraining agents

Last Answer : Answer: Option B

Description : The factor which affects workability, is (A) Water content and its temperature (B) Shape and size of the aggregates (C) Air entraining agents (D) All the above

Last Answer : (D) All the above

Description : Workability improved by adding (A) Air-entraining agent (B) Foaming agent (C) Oily-agent (D) All the above

Last Answer : (D) All the abov

Description : The use of air-entraining agents in concretes (a) Increases workability of concrete (b) Decreases bleeding (c) Decreases strength (d) All of these

Last Answer : (d) All of these

Description : The strength of concrete using air entraining cement gets reduced by (a) 5 to 10% (b) 10 to 15% (c) 15 to 20% (d) 20 to 25%

Last Answer : (b) 10 to 15%

Description : State two purposes of using accelerating admixtures in the concrete.

Last Answer : i. To accelerate the initial setting of concrete ii. Permit early removal of formwork in cold climate. iii. Reduce the required period of curing iv. Speed of the work can be boosted by early removal of formwork

Description : ick up the incorrect statement from the following: (A) Admixtures accelerate hydration (B) Admixtures make concrete water proof (C) Admixtures make concrete acid proof (D) Admixtures give high strength

Last Answer : Answer: Option A

Description : According to IS: 456-2000, the maximum cement content exclusive of admixtures is [ A ] 200 kg/m3 [ B ] 300 kg/m3 [ C ] 450 kg/m3 [ D ] 550 kg/m3

Last Answer : [ C ] 450 kg/m3

Description : According to IS:456 minimum cement content inclusive of admixtures is [ A ] 200 kg/m3 [ B ] 300 kg/m3 [ C ] 450 kg/m3 [ D ] 550 kg/m3

Last Answer : [ B ] 300 kg/m3

Description : According to IS: 456-2000, the maximum cement content exclusive of admixtures is [ A ] 200 kg/m3 [ B ] 300 kg/m3 [ C ] 450 kg/m3 [ D ] 550 kg/m3

Last Answer : [ C ] 450 kg/m3

Description : According to IS:456 minimum cement content inclusive of admixtures is [ A ] 200 kg/m3 [ B ] 300 kg/m3 [ C ] 450 kg/m3 [ D ] 550 kg/m3

Last Answer : [ B ] 300 kg/m3

Description : Differentiate between retarding and accelerating admixtures with following points. i) Hydration process ii) Setting time iii) Weather condition iv) Use

Last Answer : The accelerating and retarding admixtures can be compared as follows. Accelerating Admixture  Retarding Admixture Hydration process Due to accelerating admixture, hydration process completes ... where slow hardening of concrete is necessary i.e. in mass concrete structures.