3D Simulation Analysis of Sedimentation of Superhigh Fill

Bi Hong Song; Jin Chao Yang; Qing Chen; Jian Hua Chen; Da Li

doi:10.4028/www.scientific.net/AMM.744-746.400

Paper Titles

Calculation Method of Ultimate Punching Bearing Capacity of Unbonded Prestressed Concrete Slab
p.378

Comparison of Experimental Tests of Foundation Slabs
p.383

Experimental Research on Flexural Behavior of Self-Repairing Concrete Beams Applied to Seaport Wharf
p.387

Land Uplift in CO₂ Geological Storage Projects
p.395

3D Simulation Analysis of Sedimentation of Superhigh Fill
p.400

A New Method for Determining Thickness of River Incision Layers in High Mountain and Deep River Valley Areas
p.407

A Pile Foundation Problem: Collapse of Soil in Pile Bore Holes
p.413

Advances in Drainage Consolidation Theory of Soft Ground
p.417

Analysis between Water Contain and Lithology
p.422

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-7463D Simulation Analysis of Sedimentation of...

3D Simulation Analysis of Sedimentation of Superhigh Fill

Abstract:

The sedimentation deformation of superhigh fill in the mountainous areas is very complicated in law, and will be influenced the topographic relief, and it is specially outstanding for the sedimentation of high-fill project. For the significant project such as airport and road base, in order to guarantee the safe operation of the project during use, it is required to strictly control the post-construction and uneven sedimentation. Therefore, the stability of superhigh fill has become the key to influence the safety and stable operation of projects. In this paper, a simulated calculation is conducted to the ultrahigh fill of expansion project of an airport in Chongqing to analyze its stability, so as to provide references for the project design and construction.

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:

400-406

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.400

Citation:

Cite this paper

Online since:

March 2015

Authors:

Bi Hong Song*, Jin Chao Yang, Qing Chen, Jian Hua Chen, Da Li

Keywords:

Slope, Stability, Superhigh Fill

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Fredlund D G, Rahardjo H. Soil mechanics for unsaturated soils [M]. New York: John Wiley and sons, Inc. (1993).

Google Scholar

[2] Fredlund D G. Unsaturated soil mechanics in engineering practice [J]. Journal of Geotechnical and Geo environmental Engineering, 2006, 132(3): 286~321.

Google Scholar

[3] Fredlund D G, Xing A, Fredlund M D, et al. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve [J]. Canadian Geotechnical Journal, 1996, 33(3): 440~448.

DOI: 10.1139/t96-065

Google Scholar

[4] John Keahn. Stability Modeling with SLPOPE/W, An Engineering Methodology, First Edition, May (2004).

Google Scholar

[5] John Keahn. Geostudio Tutorials. First Edition[M]. May2004.

Google Scholar

[6] Neuman S P Saturated unsaturated seepage by finite elements [J]. Journal of the hydraulic division, American society of civil engineers, 1973, 99(12): 2233~2250.

DOI: 10.1061/jyceaj.0003829

Google Scholar

[7] Tsaparas, H. Rahardjo. Contorlling parameters for rainfall-induced Iandslides[J]. Computers and Geotechnics. 2002. 29. 1~27.

DOI: 10.1016/s0266-352x(01)00019-2

Google Scholar

[8] C.W.W. Ng, Q. Shi. A Numerical Investigation of the Stability of Unsaturated Soils Slopes Subjected to Transient See Page. Computer and Geotechnies. 1998, 22(1): 1~28.

Google Scholar