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Derive the relation among void ratio (e), specific gravity of particles (G) and moisture content at full saturation (w).
A certain sample of saturated soil in a container weighs 0.65 N. On drying in an oven in the container it weighs 0.60 N.
The weight of container is 0.35 N. The grain specific gravity is 2.65. Verify the void ratio, water content, and bulk unit weight.
A cantilever has two couples: 1st(clockwise, 15kNm) placed at (1/3)L from support and 2nd (anti-clockwise, 10kNm) at (2/3)L from the support. What should be the reaction at the sup
Define Types of Seismic Isolation Bearing - Rubber Bearings? Seismic isolation is obtained by two types of isolation bearings. a) Rubber bearings b) Friction pendulum bea
composition of cement in cover bag should be written or not/ If written which country uses ?please specify the name ?
State the term - calculation of deformation of concrete For the calculation of deformation of concrete at some stage before the maximum shrinkage is reached, it may be assumed
Explain Handheld Inspection tools for Underwater Inspection of Bridge? Handheld tools such as flash lights, rulers, and tape measures for documenting areas; small or large hamm
calculating quantity of excavation, formwork, concrete
Elongation of bar due to self weight
A W12x58 member, which comprises a vertical member in a truss span, is subjected to a factored axial compressive force of 163 kips. The W12x58 section is oriented such that the st
The loading period for a building extended from Feb., 1957 to Feb., 1959. In Feb., 1962, the average measured settlement was found to be 117 mm. The ultimate settlement was expecte
Design of Flexible Pavements: The design of flexible pavements is done by the CBR method. The CBR test, described further, gives an indication of the supporting power of the
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