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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.
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
Landslides: Landslides are common in the Himalayan hill roads. The main causes contributing to landslides are: (a) Removal of lateral support at the bottom of a hill due t
Question What is the reason that shallow bedrock condition adverse for open berth piers? Answer Most severe load on piers generally is horizontal load due to berthing
GIS AND REMOTE SENSING
difference between BM and BC in black topping
Geological Classification Based on their beginning of formation stones are classified into 3 main groups-Igneous, sedimentary and metamorphic rocks. Igneous Rocks: Thes
relationship between included angles and whole circle bearing
Solubility: Bitumen is soluble in carbon disulphide (CS2). The Indian specifications require that the bitumen should have 99 per cent solubility. Lesser value indicates prese
Explain Designation of bearings. Calculate included angle from bearings
Beam of arbitrary cross-sectionsubjected to couples M Bending moment at any sectionis M Consider segment of beam subtended by angle θ Some fibres will shorten e.g. ABand o
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