Method of Estimating the Foundation Settlement under Different Working Conditions through Settlement Measurement

Ai Min Liu; Ai Jun ZhuGe

doi:10.4028/www.scientific.net/AMM.744-746.527

Paper Titles

Influence on Stress and Strain of High Embankment Dams Caused by Different Reservoir Filling Path
p.510

Load Conversion on Inclined Plane Foundation
p.514

Load Transfer Mechanism of Setp Cross-Section Pipe Pile
p.518

Mawei to Jiaou Highway Karst Subgrade Survey and Comprehensive Evaluation Technology Research
p.522

Method of Estimating the Foundation Settlement under Different Working Conditions through Settlement Measurement
p.527

Model Tests Research on Extruding Soil Caused by Close-Mouth Step Cross-Section Pipe Pile
p.531

Nonlinear Finite Element Analysis for Stress and Deformation of CFRD
p.536

Numerical Analysis on the Excess Pore Water Pressure of Pipe-Pile with Hole during the Static-Sinking Pile
p.540

Numerical Simulation and Design Optimization of Anchor Bolt-Sash Girder Support for Expansive Soil Cutting Slope
p.547

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Method of Estimating the Foundation Settlement...

Method of Estimating the Foundation Settlement under Different Working Conditions through Settlement Measurement

Abstract:

In the large-area soft foundation reinforcement project, the loading process is relatively complicated and the preloading load is not consistent with the service load in most cases; thus the conventional settlement curve fitting method cannot nicely predict the post-construction settlement of foundation under the service load. The back analysis method can be used to obtain the calculation parameters, so the settlement and consolidation conditions under various different loads at different time can be calculated and the foundation settlement hereby can be estimated exactly.

You might also be interested in these eBooks

Advances in Civil Engineering and Transportation IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

527-530

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.527

Citation:

Cite this paper

Online since:

March 2015

Authors:

Ai Min Liu*, Ai Jun ZhuGe

Keywords:

Back Analysis Method, Consolidation, Loading Process, Settlement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Gao Zhiyi, Kan Weiming, Gao Chao and Li Lixin. Feedback Calculation Method for Foundation Settlement and Its Application, China Harbour Engineering, 2005(1): 10~12.

Google Scholar

[2] Zhuge Aijun and Liu Aimin, Research on Back Analysis Method for the Calculation of Foundation Settlement, CCCC Tianjin Port Engineering Institute Co., Ltd.

Google Scholar

[3] Engineering Technology of Macao International Airport, Guangdong Science & Technology Press.

Google Scholar