CFP last date
22 April 2024
Reseach Article

Methodology for Analysis of Socketed Piles in Weathered Rock in Mumbai Region

Published on October 2015 by Amoghvikram Ashok Jaiswal, N. S. Kapse, P.a. Dode, and H.s. Chore
International Conference on Advancements in Engineering and Technology (ICAET 2015)
Foundation of Computer Science USA
ICQUEST2015 - Number 6
October 2015
Authors: Amoghvikram Ashok Jaiswal, N. S. Kapse, P.a. Dode, and H.s. Chore
3e350f8b-474b-406b-8d55-156e00e6a819

Amoghvikram Ashok Jaiswal, N. S. Kapse, P.a. Dode, and H.s. Chore . Methodology for Analysis of Socketed Piles in Weathered Rock in Mumbai Region. International Conference on Advancements in Engineering and Technology (ICAET 2015). ICQUEST2015, 6 (October 2015), 1-4.

@article{
author = { Amoghvikram Ashok Jaiswal, N. S. Kapse, P.a. Dode, and H.s. Chore },
title = { Methodology for Analysis of Socketed Piles in Weathered Rock in Mumbai Region },
journal = { International Conference on Advancements in Engineering and Technology (ICAET 2015) },
issue_date = { October 2015 },
volume = { ICQUEST2015 },
number = { 6 },
month = { October },
year = { 2015 },
issn = 0975-8887,
pages = { 1-4 },
numpages = 4,
url = { /proceedings/icquest2015/number6/23012-2849/ },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Proceeding Article
%1 International Conference on Advancements in Engineering and Technology (ICAET 2015)
%A Amoghvikram Ashok Jaiswal
%A N. S. Kapse
%A P.a. Dode
%A and H.s. Chore
%T Methodology for Analysis of Socketed Piles in Weathered Rock in Mumbai Region
%J International Conference on Advancements in Engineering and Technology (ICAET 2015)
%@ 0975-8887
%V ICQUEST2015
%N 6
%P 1-4
%D 2015
%I International Journal of Computer Applications
Abstract

This paper presents the analysis of static load tests that is carried out on axially loaded piles in Mumbai region of Maharashtra. The load settlement behavior for different diameter piles is plotted and ultimate pile capacity is estimated by using different empirical methods. The safe load is calculated by using the criteria given in IS-14593. The variation of ultimate load w. r. t. pile diameter for Mumbai region can be used to estimate the ultimate pile capacity of large diameter pile which cannot be tested up to failure. As a future scope, the study can be used to separate the end bearing capacity and shaft friction of the piles; also the relation between socket friction and pile diameter can be established.

References
  1. Carrubba, P. (1997): Skin Friction of large- Diameter piles socketed into rock, Can. Geotech. Jr. , 34, 230-240.
  2. Seidel, J. P. and Haberfield, C. M. 1996, The axial capacity of pile sockets in Rocks and hard soils, ground engineering, 1996.
  3. Vijayvergiya, V. N. (1977): Load movement characteristics of pilesProc. 4th Symp, waterway, port, coastal,and Ocean div. , ASCE, Long Beach, California, 2, 269-284.
  4. O' Neill, M. W. and Hassan, K. M. (1994): Drilled Shafts: Effects of Construction on performance and design criteria, Proc. Int. Conf. on design and constr. Of Deep foundation. , Frderal Highway Administration, Orlando, Fla. , 1(1) 137 – 187.
  5. Zhang, L. and Einstein, H. H. (1998): End Bearing capacity of drilledshafts inn rock, J. Geotech. Geoenvr. Engrg. ,ASCE, 124(7), 574 – 584.
  6. Datye, K. R. (1990): Boired piling in Bombay region, Proc. Indian Geotech Conference. (IGC) 1990, Bombay, 571-588.
  7. IS : 14593: (1998): Design and construction of Bored Cast inn situ Piles Founded on rocks – Guidelines.
  8. Decourt, L. ,1999. Behaviour of fpoumdations under working load conditions. In: proceedings of the 11th pan American conference on soil mechanics and Geotechnical engineering, Foz Dulguassu, Brazil, Vol :04, pp. 453-488.
  9. De Beer, E, E. , 1967. Proefondervindliikje bijdrage tot de studie van het grensdrag vermogen van zandonder funderingen op staal. Tijdshift der Openbar Verken van Belgie, No. 6.
  10. Van Der Veen , C. , 1953. The bearing capacity of the pile. In: Proceedings of the third ICSM FE, pp. 84-90.
  11. Chin, F. K. , 1970. Estimation of the ultimate load of pile not carried to failure. In: Proceedings of the Secomd Southeast Asian Conference on soil engineering, Singapore, pp. 81-90.
  12. Shen, R. F. , leung , C. F. ,chow, Y. K. , kog, Y. C. and liao, B. K. (2002): negative skin friction on piles, proc. Int. Conf. On physical modelling in geotechnics, St. Jhon's Cannada, 673-678.
Index Terms

Computer Science
Information Sciences

Keywords

Pile Load Test Load Settlement Curves Emperical Methods Ultimate Load Socketed Piles.