000			a
999			_c14603 _d14603
003			OSt
005			20210306110544.0
008			210306b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_913611 _aJayasree, P. K.
245			_aLateral Load Capacity of Piles: A Comparative Study Between Indian Standards and Theoretical Approach
250			_aVol,99(3), September
260			_aKolkata _bSpringer _c2018
300			_a587-593p.
520			_aIndian Standards, laterally loaded piles are usually analysed using the method adopted by IS 2911-2010 (Part 1/Section 2). But the practising engineers are of the opinion that the IS method is very conservative in design. This work aims at determining the extent to which the conventional IS design approach is conservative. This is done through a comparative study between IS approach and the theoretical model based on Vesic’s equation. Bore log details for six different bridges were collected from the Kerala Public Works Department. Cast in situ fixed head piles embedded in three soil conditions both end bearing as well as friction piles were considered and analyzed separately. Piles were also modelled in STAAD.Pro software based on IS approach and the results were validated using Matlock and Reese (In Proceedings of fifth international conference on soil mechanics and foundation engineering, 1961) equation. The results were presented as the percentage variation in values of bending moment and deflection obtained by different methods. The results obtained from the mathematical model based on Vesic’s equation and that obtained as per the IS approach were compared and the IS method was found to be uneconomical and conservative.
650		0	_94621 _aCivil Engineering
700			_913612 _aArun, K. V.
773	0		_dSwitzerland Springer _tJournal of the institution of engineers (India): Series A _x 2250-2149
856			_uhttps://link.springer.com/article/10.1007/s40030-018-0306-7 _yClick Here
942			_2ddc _cAR