TY - GEN
T1 - Analysis of stress distribution in large diameter concrete pipe pile supported embankment
AU - Zhang, Bo
AU - Liu, Han Long
AU - Chu, Jian
PY - 2010
Y1 - 2010
N2 - Cast-in-place concrete pipe pile is a new soil improvement method developed in recent years. It is often used for pile supported embankment. In this paper, a simplified analytical method is proposed to analyze the stress distribution for PCC pile-supported embankment system. Parametric studies are carried out. Key factors controlling the pile-soil stress ratio have been evaluated for further design consideration.
AB - Cast-in-place concrete pipe pile is a new soil improvement method developed in recent years. It is often used for pile supported embankment. In this paper, a simplified analytical method is proposed to analyze the stress distribution for PCC pile-supported embankment system. Parametric studies are carried out. Key factors controlling the pile-soil stress ratio have been evaluated for further design consideration.
KW - Analytical solutions
KW - PCC pile
KW - Pile supported embankment
KW - Soil improvement
UR - http://www.scopus.com/inward/record.url?scp=78149377579&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=78149377579&partnerID=8YFLogxK
U2 - 10.3850/GI040
DO - 10.3850/GI040
M3 - Conference contribution
AN - SCOPUS:78149377579
SN - 9789810831240
T3 - Geotechnical Society of Singapore - International Symposium on Ground Improvement Technologies and Case Histories, ISGI'09
SP - 239
EP - 246
BT - Geotechnical Society of Singapore - International Symposium on Ground Improvement Technologies and Case Histories, ISGI'09
T2 - International Symposium on Ground Improvement Technologies and Case Histories, ISGI'09
Y2 - 9 December 2009 through 12 December 2009
ER -