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Q. Describe the Consolidation Settlement?
The resulting settlements which are time-dependent and are termed consolidation settlements. After the consolidation settlements take place, creep (or secondary consolidation) of the soil under applied stress may continue for some additional time. Soil creep is a major portion of the total settlement for many organic and peaty deposits. It appears further, the poorer the soil (soft, stratified, filled-in type), the less likelyhood for a reliable settlement estimate.
Settlement is not always a bad characteristic for the structure, provided it is UNIFORM throughout and does not reach excessive limit or permissible value. If the sefflements are unequal, i.e. if one corner settles down more than the rest of the structure, then it is a very adverse design. Unequal settlement may cause floors to cracks, plasters to crack badly.
The drainage system of a cantilever wall shown in Figure As 1 became blocked after a heavy rainstorm and the groundwater level, which was originally below the base, rose to1.5 (m)
Q. Describe types of Spurs? Spurs can be of varied types. They may be either permeable or impermeable. Permeable spurs are open structures constructed by driving wooden balties
CEMENT RATIO MEANS
Passenger Terminal Building: Importance In a civil airport, the passenger terminal building is the centre of all activities. It services both inbound and outward boun
Q. Settlement due to Reduction in Volume of Soil? The weight of the structure causes reduction in volume of soil due to expulsion of pore water from the voids. This reduces the
Break even point: EM Electricals, Inc., contains fixed costs of Rs. 600,000 this period. Variable costs involved labour charges of Rs.100 per unit and material cost of Rs. 200
what is snowcem?
Determine the total head and total pressure of water flowing at in a pipe which has the following data: Flow= 2,500 gpm; Elevation = 30 ft; Pressure = 40 psi; Pipe Diameter =
Question Will it worthwhile to take out tests on particle density of soil particles for geotechnical design? Answer Particle density of soils is definite by ratio of
what will be the w/c ration and cement/fly ash ration for the particular mix design
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