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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 Methods of Underwater Inspection? There are three common methods of carrying out underwater inspection of bridge elements. a) Wading inspection b) Scuba div
Design a 10 unit rapid sand filter system for a flow of 6.3 MGD with a filtration rate of 2 gpm/sq ft. and an L: W ratio of 1.3. Design flow (Q) = 6.3 MGD = 6.3x106 gpd =
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Question What are designing considerations for dowel bars in joints of concrete carriageway? Answer Behaviour of dowel bars resembles that of piles in soils subject
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Q. Settlement due to Deterioration? The deterioration of foundation concrete will result in the vicinity of sulphates, chlorides and chemically contaminated soils. Due to deter
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