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You Are On Multi Choice Question Bank SET 818

40901. The void ratio of





40902. The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is






40903. For the construction of R.C.C. slabs, columns, beams, walls, etc. the grade of concrete mix used, is






40904. The type of aggregates of same nominal size, which contain less voids when compacted, are





40905. For the construction of cement con-certe dams, the maximum permissible size of the aggregates, is






40906. Permissible compressive strength of M 200 concrete grade is






40907. For preparing a test-specimen, it is necessary






40908. The aggregate containing moisture in pores and having its suface dry, is known as






40909. The commercial name of white and coloured cement in India, is






40910. The adaptation sunken stomata are found in





40911. To hydrate 500kg of cement full water needed, is






40912. Concrete gains strength due to





40913. If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than






40914. Non-uniform compaction may cause the concrete





40915. Log Angles machine is used to test the aggregate for






40916. If fineness modulus of sand is 2.5, it is graded as






40917. Pozzolanic properties exist in






40918. An aggregate which passes through 25 mm I.S. sieve and is retained on 20 mm sieve, is said to be flaky if its least dimension is less than






40919. Expansion joints are provided if the length of concrete structures exceeds






40920. The plant community that grow in a marshy saline habitat are called





40921. If the slump of a concrete mix is 60 mm, its workability is






40922. The ecologically odd one among the plant listed





40923. The strength and quality of concrete, depend upon:






40924. The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than






40925. Pick up the incorrect statement from the following. While performing preliminary test on concrete






40926. Sand requiring a high water cement ratio, belongs to





40927. Ordinary Portland cement is manufactured from





40928. A flaky aggregate is said to be elongated if its length is






40929. To prevent segregation, the maximum height for placing concrete, is






40930. If the various concrete ingredients i.e. cement, sand and aggregates are in the ratio of 1:3:6, the grade of concrete, is






40931. Water cement ratio is generally expressed in volume of water required per






40932. For a good concrete






40933. If the effective plan area of a warehouse is 54 sq. m, and maximum height of piles permitted is 270 cm, the number of cement bags to be stored, is






40934. Gypsum is added for





40935. A concrete having a slump of 6.5 cm, is said to be






40936. Strength of concrete with passage of time





40937. Cement used for normal concrete construction, is obtained by burning a mixture of






40938. The abbreviation MAB stands for





40939. The population of the critically endangered Great Indian Bustard has been declining due to





40940. Higher workability of concrete is required if the structure is





40941. Setting time of cement increases by adding






40942. The dimensions of a 35 litre forma for measuring aggregates by volume, are :






40943. The shuttering of a hall measuring 4 m x 5 m, can be removed after






40944. In ecology the term’carrying capacity’of a species means





40945. If 50 kg of fine aggregates and 100 kg of coarse agregates are mixed in a concrete whose water cement ratio is 0.6, the weight of water required for harsh mix, is






40946. The entrained air in concrete






40947. Which of the following regions in India is a biodiversity hotspot?





40948. As per Wildlife Protection Act,1972 following is not a protected area category





40949. In slump test, each layer of concrete is compacted by a steel rod 60 cm long and of 16 mm diameter for






40950. If the average compressive strength is 4000 kg/cm2 and standard deviation is 500, the co-efficient of variation is






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