Study on Influence of Surcharge Preloading on Deformation of Embankment with FEM

Jie Qun Liu; Lu Wang Chen

doi:10.4028/www.scientific.net/AMM.341-342.1491

Paper Titles

Experimental Study on the Flexural Tensile Properties of Fiber Reinforced Light-Weight Aggregate Concrete
p.1458

The Optimization Design and Mechanical Analysis of the Collector
p.1463

Numerical Analysis of Temperature Field of Cup-Shaped Frozen Soil Wall Reinforcement at Shield Shaft
p.1467

Test Research on Thermal Conductivities of Silty Clay in Freezing and Thawing Based on Thermal Current Meter Method (TCMM)
p.1472

Directional Fracture Blasting Experimental Study
p.1477

Study on the Calculated Program of Soil Slope Safety Factor
p.1482

Permanent Deformation Process of Asphalt Concrete Pavement Based on Neural Network Modeling
p.1486

Study on Influence of Surcharge Preloading on Deformation of Embankment with FEM
p.1491

Earthquake Damage Prediction System of Buildings Group Based on Damage Factors Method
p.1496

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 341-342Study on Influence of Surcharge Preloading on...

Study on Influence of Surcharge Preloading on Deformation of Embankment with FEM

Abstract:

Based on nonlinear finite element method, the deformation and stability of embankment influenced by surcharge preloading is analyzed. It is shown that the location of the maximal lateral displacement of embankment is changeable at different construction stages. The location of the maximal lateral displacement is nearer the shoulder of embankment with construction of embankment. The lateral displacement and vertical settlement become larger and stability of embankment become smaller, when the location of surcharge loads nearer the axis of symmetry of embankment. Therefore, in order to accelerate the settlement of embankment during construction, surcharge preloading should be located nearer the axis of symmetry of embankment.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 341-342)

Pages:

1491-1495

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.341-342.1491

Citation:

Cite this paper

Online since:

July 2013

Authors:

Jie Qun Liu, Lu Wang Chen

Keywords:

Embankment, Lateral Displacement, Surcharge Preloading, Vertical Settlement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Liu Zeng-xian, Tang Lian-sheng. Geotechnical Investigation & Surveying, vol. 2(2003), p.1.

Google Scholar

[2] Men xiang-bo. Subgrade Engineering, vol. 1(2006), p.31.

Google Scholar

[3] Zhou Jing. China Railway Science, Vol. 20(1999), No. 2, p.17.

Google Scholar

[4] Li fei, Cheng Peng-huan, Zhou quan. Geotechnical Investigation & Surveying, vol. 3(2004), p.16.

Google Scholar

[5] JTJ 017-96, Technical specifications for design and construction of highway embankment on soft ground[S].

Google Scholar

[6] Qin Jian-ping, Chen Shuan-fa. Journal of Xi'an Highway University, Vol. 17(1997), No. 1, p.5.

Google Scholar

[7] Chen Fu-quan, Yang min. Chinese Journal of Geotechnical Engineering, Vol. 27(2005), No. 11, p.1286.

Google Scholar

[8] Bransby M F, Springman S M. Computer and Geotechnics, Vol. 19(1996), No. 4, p.301.

Google Scholar

[9] Shi You-zhi. Highways & Automotive Applications, Vol. 2(2008), p.89.

Google Scholar

[10] Chen Jian-wei, Rong Yao-hua. Port & Waterway Engineering, Vol. 4(2006), p.77.

Google Scholar

[11] Zhao Jia-cheng. Journal of China Three Gorges University (Natural Sciences), Vol. 27(2005), No. 5, p.420.

Google Scholar