Record Details

Load transfer characteristics of socketed piles in Mumbai region

DSpace at IIT Bombay

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Title Load transfer characteristics of socketed piles in Mumbai region
 
Creator BASARKAR, SS
DEWAIKAR, DM
 
Subject rock
design
base resistance
load-displacement curves
load transfer
pile load test
side shear resistance
socketed pile
 
Description This report uses load-transfer approach for analyzing the load-displacement response of piles socketed in weathered rocks typically found in Mumbai region. The field information used in the load-transfer analysis is obtained from conventional site investigations and does not necessitate elaborate tests. The load transfer behaviour of each stratum is expressed as a non-linear function. Empirical relations are used to express rock mass modulus and limiting values of unit side and base resistance in terms of unconfined compressive strength of intact socket material, which implicitly take into account the site-specific conditions. More than twenty pile load test data were back-analyzed before generalizing the governing parameters applicable to this region. This report demonstrates a wide range of applications of load transfer approach which includes the load-displacement behaviour and separation of elastic and net pile displacements.
 
Publisher JAPANESE GEOTECHNICAL SOC
 
Date 2011-08-04T09:04:47Z
2011-12-26T12:54:38Z
2011-12-27T05:42:46Z
2011-08-04T09:04:47Z
2011-12-26T12:54:38Z
2011-12-27T05:42:46Z
2006
 
Type Article
 
Identifier SOILS AND FOUNDATIONS, 46(2), 247-257
0038-0806
http://dx.doi.org/10.3208/sandf.46.247
http://dspace.library.iitb.ac.in/xmlui/handle/10054/9308
http://hdl.handle.net/10054/9308
 
Language en