DocumentCode :
522850
Title :
Reliability Analysis of Ground Deformation and Parameter Optimization
Author :
Yu, Dehu ; Ma, Zhen ; Ma, Andong
Author_Institution :
Qingdao Technol. Univ., Qingdao, China
Volume :
2
fYear :
2010
fDate :
4-6 June 2010
Firstpage :
270
Lastpage :
272
Abstract :
Although there are many methods to calculate the settlement of ground, it is difficult to obtain accurate results due to the complexity of geotechnical characteristics, and then the safety of ground and structure cannot be ensured. Based on the safety, influence of soil characteristics on ground safety is discussed by means of reliability theory, and methods to assure the structural reliability are presented. The research method and suggestion can be used in code compilation, geotechnical investigation and structural design or construction.
Keywords :
deformation; geotechnical engineering; reliability; soil; structural engineering; geotechnical characteristics; geotechnical investigation; ground deformation; ground safety; parameter optimization; reliability analysis; reliability theory; soil characteristics; structural reliability; Deformable models; Equations; Finite element methods; Information analysis; Optimization methods; Random variables; Reliability theory; Safety; Soil; Solids; Ground Deformation Calculation; Parameter Optimization; Reliability Analysis; Reliability Index;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Information and Computing (ICIC), 2010 Third International Conference on
Conference_Location :
Wuxi, Jiang Su
Print_ISBN :
978-1-4244-7081-5
Electronic_ISBN :
978-1-4244-7082-2
Type :
conf
DOI :
10.1109/ICIC.2010.163
Filename :
5513852
Link To Document :
بازگشت