DocumentCode
3256601
Title
Ground settlement reliability analysis based on the interval theory
Author
Feng Zhen
Author_Institution
Coll. of Civil Eng. & Archit., Hebei Univ., Baoding, China
fYear
2011
fDate
22-24 April 2011
Firstpage
1295
Lastpage
1298
Abstract
By using interval value, to reflect the parameter selection of soil parameter selection of uncertainty characteristics, and according to the characteristics of the corresponding parameter establishing parameter selection method to determine the interval value. To research foundation settlement calculation method based on the reliability analysis model of the ground interval. Using interval theory and one-dimensional optimization algorithm, and using the reliability index of interval reliability evaluation criterion to evaluate ground settlement, which based on the interval theory ground reliability analysis method. Engineering example analysis shows that this method has certain rationality.
Keywords
foundations; geotechnical engineering; optimisation; reliability; soil; foundation settlement calculation method; ground interval value; ground settlement reliability analysis; interval reliability evaluation criterion; one-dimensional optimization algorithm; soil parameter selection; uncertainty characteristics; Analytical models; Gravity; Indexes; Reliability theory; Soil; Uncertainty; Ground; Interval value; Reliability; Settlement;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5776225
Filename
5776225
Link To Document