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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.
Explain the Critical Flow Critical flow occurs where the flow depth is at the critical depth. One location in an open channel is where the flow is approaching a free outfall.
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Definatiom
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Presence of bridge piers across a stream causes constricted flow in the openings due to the decrease of width of stream owing to presence of the piers. Furthermore it creates the f
An undisturbed sample of sand has a dry weight of 18.9 N and a volume of 1143 cm 3 . The solids have a specific gravity of 2.72. Laboratory tests indicate void ratios of 0.40 and 0
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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
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