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Author:

Li, Bo (Li, Bo.) | Su, Jingyu (Su, Jingyu.) (Scholars:苏经宇) | Liu, Xiaoran (Liu, Xiaoran.) | Wang, Wei (Wang, Wei.) (Scholars:王伟)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Coupling model with a few parameters, which was based on conditional generalized minimum variance method and blind number theory, was established in this paper to evaluate the regional foundation subsidence in soft soil area. Firstly, the most critical influences were filtered by conditional generalized minimum variance method. Secondly, the relationship between key factors and seismic depression were calculated according quadratic regression model. Finally, possible values and faith degree of seismic depression were obtained by blind number theory to evaluate the regional foundation settlement. The applicability and accuracy of the model were proved by instance analysis and the results showed that effect was good. The method in this paper provided a new way for evaluating the regional foundation settlement.

Keyword:

Settlement of structures Soils Seismology Subsidence Foundations Number theory Regression analysis

Author Community:

  • [ 1 ] [Li, Bo]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing ; 100124, China
  • [ 2 ] [Li, Bo]College of Civil Engineering, Beijing University of Technology, Beijing ; 100124, China
  • [ 3 ] [Su, Jingyu]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing ; 100124, China
  • [ 4 ] [Liu, Xiaoran]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing ; 100124, China
  • [ 5 ] [Liu, Xiaoran]College of Civil Engineering, Beijing University of Technology, Beijing ; 100124, China
  • [ 6 ] [Wang, Wei]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing ; 100124, China

Reprint Author's Address:

  • [li, bo]college of civil engineering, beijing university of technology, beijing ; 100124, china;;[li, bo]institute of earthquake resistance and disaster reduction, beijing university of technology, beijing ; 100124, china

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Source :

China Civil Engineering Journal

ISSN: 1000-131X

Year: 2014

Volume: 47

Page: 287-292

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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