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According to National Building Code (Sp:7 1970), the differential settlement shall be kept within the limits to which the superstructure can accommodate itself without harmful distortion, by suitably designing the foundation. Total settlement shall be so restricted or special arrangements made so that connections to the buildings such as drainage lines are not damaged. Allowable bearing pressure for footings on sand should be such that differential settlement does not exceed 1/300. This condition is generally satisfied if the total settlement is limited to 50 rnrn. For simple spread footings on clayey soils, the allowable bearing pressure should be such that the differential settlement does not exceed 1/300. This condition is generally satisfied if the total settlement is limited to 75 mrn.
Schedule control is concerned with all of the following except: a. Influencing the factors which create schedule changes b. Determining that the schedule has changed c.
A wood pile of 10 m length is driven by a 1500 kg drop hammer falling by 3 m to a final set equal to 1.25 cm per blow. Measure the safe load on the pile using the Engineering Ne
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Define Seismic Isolation Bearings - Bridge Bearing? Many bridges had been built before the proper seismic design specifications were known to us. These bridges require strengt
A project engineer has ordered 100 hardwood boards, 1-1/4-in thick by 8-in wide and 8-ft long. The total board feet ordered is most nearly: Solution: 1.25" x 8" x 8' x 100
Question What is main importance of geotextiles and sand in reclamation works? Answer For geotextiles used in recovery, they serve mainly subsequent two purposes
Ground settlement occurs when pipe-jacking machine enters mixed ground with soils and boulders? The rate of cutting through soils is faster than cutting through boulders for pi
Surface Dressing: Surface dressing is an application of a thin film of bituminous binder followed by a coat of aggregates of single size, rolled into position. Surface dressi
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Sketches for English bond, Stretcher bond, Header bond, Flemish bond in first & second layer plan, elevation and 3 dimensional view of brick bond.
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