DocumentCode
495424
Title
The Study of Urban Construction Patterns on Finite Difference Method
Author
Liu, Hai-maing ; Cao, Jing ; Wang, Jian-jun
Author_Institution
Sch. of Archit. & Civil Eng., Kunming Univ. of Sci. & Technol., Kunming, China
Volume
3
fYear
2009
fDate
March 31 2009-April 2 2009
Firstpage
397
Lastpage
401
Abstract
Based on finite difference method, the settlement behavior of subsoil under the action of architectural complex was analyzed using FDM (finite difference method) software FLAC-3D. It is show that the settlement behavior of subsoil under different construction model can be simulated by finite difference numerical software FLAC-3D. The influence depth of architectural complex is much more than single building. The factor that the compression modulus increases with depth increasing should be considered, when the thickness of soil is large. The distribution of settlement is similar with additional stress under the action of architectural complex. The subsoil settlement of one-by-one construction is a little bigger than whole construction, whose mechanism need further study.
Keywords
civil engineering computing; finite difference methods; geotechnical engineering; soil; FLAC-3D software; architectural complex; compression modulus; finite difference method; settlement distribution; soil thickness; subsoil settlement behavior; urban construction pattern; Computer science; Finite difference methods; FLAC-3D; Urban construction; the settlement of subsoil;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Science and Information Engineering, 2009 WRI World Congress on
Conference_Location
Los Angeles, CA
Print_ISBN
978-0-7695-3507-4
Type
conf
DOI
10.1109/CSIE.2009.255
Filename
5170871
Link To Document