42905. In S.I. system, symbol for the specific weight is
42906. The SI unit of the force is
42907. In SI system, the unit of temperature, is
42908. N-s/m2 is used in S.I. system for
42909. Basic unit of thermodynamic temperature, is
42910. 1 kg wt in gravitational unit equals
42911. To convert the units of M.K.S. to units of S.I., a factor 9.80665 is used for
42912. SI unit for the surface tension, is
42913. The basic quantity in the International system of units, is
42914. Intensity of electric current is expressed in
42915. Who founded Aryasamajam?
42916. Yachana Yathra led by:
42917. ”Atmaanuthapam”is the work of:
42918. Swedesabhimani Ramakrishna Pillai died at:
42919. The code name of the first vehicle driven by man on the moon’s surface:
42920. The lateral earth pressure on a retaining wall
42921. The internal molecular attraction of a soil, the cohesion
42922. The quantity of seepage of water through soils is proportional to
42923. When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as
42924. The minimum water content at which the soil retains its liquid state and also possesses a small shearing strength against flowing, is known
42925. Minimum size of the particles of silt soil, is
42926. The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is
42927. Under-reamed piles are generally
42928. Pick up the clay soil group which does not swell when wet from the following :
42929. Factor of safety against sliding of a slope, is the ratio of
42930. The ratio of the volume of voids to the volume of soil solids in a given soil mass, is known
42931. A compacted soil sample using 10% moisture content has a weight of 200 g and mass unit weight of 2.0 g/cm3. If the specific gravity of soil particles and water are 2.7 and 1.0, the degree of saturation of the soil is
42932. A partially saturated sample of soil has a unit weight of 2.0 g/cm3 and specific gravity of soil particles is 2.6. If the moisture content in the soil is 20%, the degree of saturation is
42933. According to Coulomb's wedge theory, the active earth pressure slides the wedge
42934. The effective size of particles of soil is denoted by
42935. Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is
42936. The coefficient of compressibility of soil, is the ratio of
42937. If the failure of a finite slope occurs through the toe, it is known as
42938. Rankine's theory of active earth pressure assumes
42939. The water content of soil is defined as the ratio of
42940. Accurate determination of water content, is made by
42941. Stoke's law sates that the velocity at which a grain settles out of suspension, the other factors remaining constant, is dependent upon
42942. In which year IT act came into force in India?
42943. If S, L and R are the arc length, long chord and radius of the sliding circle then the perpendicular distance of the line of the resultant cohesive force, is given by
42944. The liquid limit and plastic limit exist in
42945. Back fill with a sloping surface exerts a total active pressure Pa on the wall of height H and acts at
42946. The ratio of the weight of given volume of soil solids to the weight of an equal volume of distilled water at the given temperature, is known
42947. The ultimate Settlement of a soil is directly proportional to:
42948. The seepage force in a soil, is
42949. A soil has bulk density 2.30 g/cm3 and water content 15 per cent, the dry density of the sample, is
42950. In which place Mortuary temple of Seti 1 located?
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