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QuestionWhat are the main drawbacks of curing by ponding and polythene sheets? AnswerPurpose of curing is to decrease the speed of heat loss of freshly placed concrete to atmosphere and to reduce temperature gradient across concrete cross section. Furthermore, curing serves to cut of loss water from freshly placed concrete to atmosphere. Ponding- This means of thermal curing is readily affected by weather condition as cold wind. Furthermore, a large quantity of water used has to be disposed off construction sites after curing.
Polythene sheet- This process of curing is based on principle that there is no flow of air over concrete surface and thereby no evaporation can take place on top of freshly concreted surface by provision of polythene sheets. Though, it suffers from demerit that polythene sheets are able to be easily blown off in windy condition and presentation of curing will be affected. Furthermore, for water lost due to self-desiccation, this way cannot replenish these losses.
Q. Explain Hot weather Patrolling ? Hot weather Patrolling is done for LWR and CWR tracks when the rail temperature reaches td + 20 0 C and above and td + 14 0 C for Central
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Crushing Strength Test: For conducting this test, specimen of size 40 × 40 × 40 mm is build from parent stone. Then finely the sides are dressed and placed in water for thr
Retaining Walls: A wall used to retain some material on one or both sides of it can be termed as retaining wall. Commonly, it is used to retain soil at two different levels on
Maximum shear stress - state of stress: Consider the state of stress. (a) According to principal stress theory the equivalent stress for this case is simply σ 1 , i.e. 300
Examples of Stabilised pavement layers: Examples Sand-clay mixture Sand-gravel mixture Soil-aggregate mixture Soil-soft aggregate mixtures (b)
Actually my course name is energy and sustainable building design Do you know the building physics
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Question In the designing of a simply supported skew bridge , which direction of reinforcement must be provided? Answer In conventional design of steel reinforcement f
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