TY - GEN
T1 - Grey correlation analysis of bearing capacity of rock-socketed pile in soft soil area
AU - Tu, Jiewen
AU - Tang, Aiping
PY - 2011
Y1 - 2011
N2 - The bearing capacity of rock-socketed pile in soft soil area is affected by many kinds of uncertainty factors, which is a complex grey analysis program. The influencing factors of bearing capacity of rock-socketed in soft soil area are analyzed in some different kinds of grey correlation by grey system theory such as pile diameter, pile length, socket length, the length to diameter ratio, the socket length to diameter ratio, rock strength and rock coefficient of weathering. The grey correlation analysis is combined with the statistical data of 76 rock-socketed piles which have different kinds of features in soft soil area of Zhejiang province. The paper has get the corresponding ranking results of various factors and found out the corresponding influence advantage factors of bearing capacity of rock-socketed pile in soft soil area, which have reflected the bearing performance of rock-socketed pile in soft soil area in some degree. The results can provide important reference for the future theoretical research and design application of rock-socketed pile in soft soil area, and show that the grey correlation method is effective and reliable.
AB - The bearing capacity of rock-socketed pile in soft soil area is affected by many kinds of uncertainty factors, which is a complex grey analysis program. The influencing factors of bearing capacity of rock-socketed in soft soil area are analyzed in some different kinds of grey correlation by grey system theory such as pile diameter, pile length, socket length, the length to diameter ratio, the socket length to diameter ratio, rock strength and rock coefficient of weathering. The grey correlation analysis is combined with the statistical data of 76 rock-socketed piles which have different kinds of features in soft soil area of Zhejiang province. The paper has get the corresponding ranking results of various factors and found out the corresponding influence advantage factors of bearing capacity of rock-socketed pile in soft soil area, which have reflected the bearing performance of rock-socketed pile in soft soil area in some degree. The results can provide important reference for the future theoretical research and design application of rock-socketed pile in soft soil area, and show that the grey correlation method is effective and reliable.
KW - Bearing capacity
KW - Grey correlation analysis
KW - Rock-socketed pile
KW - Soft soil area
UR - https://www.scopus.com/pages/publications/80052917499
U2 - 10.1109/ICMT.2011.6002892
DO - 10.1109/ICMT.2011.6002892
M3 - 会议稿件
AN - SCOPUS:80052917499
SN - 9781612847740
T3 - 2011 International Conference on Multimedia Technology, ICMT 2011
SP - 1081
EP - 1085
BT - 2011 International Conference on Multimedia Technology, ICMT 2011
T2 - 2nd International Conference on Multimedia Technology, ICMT 2011
Y2 - 26 July 2011 through 28 July 2011
ER -