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DESIGN AND CONSTRUCTION OF PILE FOUNDATION


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Pile foundations are in use extensively for the documentation of buildings, bridges, and other structures to safely transfer morphologic loads to the ground and to keep off supernumerary settlement or side movement. They are very powerful in transferring structural rafts finished feeble or squeezable soil layers into the solon effective soils and rocks below. A “driven good deal foundation” is a particularised type of pile foundation wherever structural ingredient are driven into the land victimization a large hammer.

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The strobile perception mental test (CPT) is a ordinary in situ investigating method exploited to determine the geotechnical engineering properties of soils and assessing underground stratigraphy. Due to its quality and efficiency, the chamfer onslaught test is one of the near commonly constituted and used in-situ testing methods in geotechnical investigation worldwide. The visual cell penetration test (CPT) is a mutual in situ testing method old to determine the geotechnical subject properties of soils and assessing subsurface stratigraphy. The testing apparatus consists of an instrumented still cone having a tip coating down, with an usual apex angle of 60° and cross-section field of 1000 mm2.
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