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