On the Construction Technology and Quality Control of Vacuum Combined Surcharge to Foundation Reinforcement

Ze Jun Liu; Ya Guo; Qi Wang Yuan; Bao Hai Chen; Xiang Yang Gu; Zhi Jun Hu

doi:10.4028/www.scientific.net/AMR.1030-1032.827

Paper Titles

Numerical Analysis on Anti-Seismic Dynamic Response of Rectangular Caisson Foundation
p.811

Numerical Simulation Analysis about Subside Extending Construction Process within Underground Cavities
p.815

Numerical Simulation of Microenvironment Inside Mobile Operating Room
p.819

Of the Water Gate on the Ancient City Wall of China
p.823

On the Construction Technology and Quality Control of Vacuum Combined Surcharge to Foundation Reinforcement
p.827

Parameter Study and Shear Capacity of Plated RC Beams by Nonlinear Finite Element Method
p.830

Research of Intersection Bridge Span Arrangement of Urban Expressway
p.834

Research of Seismic Effect for Light Steel Structure with Added Stories
p.838

Research on Construction Control of Long-Span Prestressed Concrete Continuous Girder Bridge
p.843

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1030-1032On the Construction Technology and Quality Control...

On the Construction Technology and Quality Control of Vacuum Combined Surcharge to Foundation Reinforcement

Abstract:

The vast area of distribution of soft clay with poor engineering property of our country, on the soft clay subgrade treatment by drainage consolidation method. As a kind of drainage consolidation method, vacuum preloading consolidation of soft soil foundation in recent years have been widely used, and achieved very good engineering and economic benefits. The theory research about vacuum preloading behind the engineering practice, restricted the further development of the technology and engineering application, it is necessary to make a systematic study. Through the comparative analysis of the test results, the vacuum causes soil consolidation, on this basis, the surcharge preloading and vacuum preloading contrast of the vacuum preloading mechanism, analyzes various factors foundation reinforcement finally strengthening effect by vacuum preloading.

You might also be interested in these eBooks

Materials, Transportation and Environmental Engineering II

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

827-829

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.827

Citation:

Cite this paper

Online since:

September 2014

Authors:

Ze Jun Liu*, Ya Guo, Qi Wang Yuan, Bao Hai Chen, Xiang Yang Gu, Zhi Jun Hu

Keywords:

Construction Technology, Foundation, Quality Control, Vacuum Preloading

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Jagadish Prasad Sahoo, Pradip Kumar Pradhan. Effect of Lime Stabilized Soil Cushion on Strength Behaviour of Expansive Soil[C]. Published online: 18 May 2010_ Springer Science+Business Media B.V. 2010, Geotech Geol Eng (2010) 28: 889–897.

DOI: 10.1007/s10706-010-9332-6

Google Scholar

[2] M. Celal Tonoz, Resat Ulusay, and Candan Gokceoglu. Effects of Lime Stabilization on Engineering Properties of Expansive Ankara Clay[C]. Robert Hack, Rafig Azzam, and Robert Charlier (Eds. ): LNES 104: 466–474.

DOI: 10.1201/9780203968079.pt6

Google Scholar