DocumentCode :
2808990
Title :
Application of projection pursuit regression method in the confirmation of liquefaction grade of sand soil
Author :
Jianping, Jiang
Author_Institution :
Coll. of Ocean Environ. & Eng., Shanghai Maritime Univ., Shanghai, China
fYear :
2011
fDate :
15-17 July 2011
Firstpage :
3928
Lastpage :
3931
Abstract :
Based on projection pursuit regression method, this paper had a analysis on liquefaction grade of sand soil. Taking epicenter distance, effective pressure overlaying, standard penetration test, water table, circular shearing strength ratio as independent variables, and liquefaction grade of sand soil as dependent variable, the confirmation model of liquefaction grade of sand soil was obtained. It was found that, the confirmation value of liquefaction grade of sand soil was consistent with actual measurement value of liquefaction grade of sand soil for 32 groups of independent variables training model and 4 groups of independent variables validating model. The following conclusion can be drawn that, the prediction model is accurate and credible, and the projection pursuit regression method is a eximious method, and it is worthy to spread its application in the prediction of liquefaction grade of sand soil.
Keywords :
groundwater; liquefaction; sand; soil; circular shearing strength ratio; confirmation value; epicenter distance; eximious method; independent variable training model; independent variable validating model; liquefaction grade; prediction model; projection pursuit regression method; sand soil; standard penetration test; water table; Cities and towns; Earthquake engineering; Electric shock; Helium; Predictive models; Soil; Vibrations; application; liquefaction; projection pursuit regression method; sand soil;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
Type :
conf
DOI :
10.1109/MACE.2011.5987859
Filename :
5987859
Link To Document :
بازگشت