Settlement Calculation and Analysis of the Southwest Airport High Fills Settlement

Hua Yang; Bin Xu

doi:10.4028/www.scientific.net/AMR.838-841.786

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Settlement Calculation and Analysis of the...

Settlement Calculation and Analysis of the Southwest Airport High Fills Settlement

Abstract:

This paper,according to the airport high fill measured data of Settlement, the filling height of not more than filling half the width of the settlement,is divided into central uniform settlement area and boundary affected zone; Central uniform settlement area can be regarded as one-dimensional compression state, layered summation method to calculate the theoretical final settlement value; then, according to the settlement data, using the hyperbolic method, exponential curve method to predict the final settlement, compared with the theoretical sedimentation value, thrust reversers experience in the specification formula coefficient, the ratio is the sedimentation coefficient of experience. The empirical coeffcient is 0.49~0.92.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

786-790

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.786

Citation:

Cite this paper

Online since:

November 2013

Authors:

Hua Yang*, Bin Xu

Keywords:

Contrast, Exponential Curve Method, High Fills, Hyperbolic Method, Settlement of Empirical Coefficient

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* - Corresponding Author

References

[1] People's Republic of China national standard, GB50007-2002 Building Foundation Design Code [S], Beijing: China Building Industry Press, (2002).

Google Scholar

[2] Wang Chenyan, high fill subgrade deformation calculation and research [D]; Chongqing Jiaotong University, (2008).

Google Scholar

[3] There Penryn, Xie Xinyu. Curve fitting method using settlement prediction [J]. Rock and SoilMechanics, 2004, Vol. 25 (7) : 1053-1058.

Google Scholar

[4] Li Guowei, Yang Tao, Songjiang Bo highway soft foundation settlement prediction method further discussion of hyperbolic [J]. Highway and Transportation Research, 2002, Vol. 20.

Google Scholar

[5] Huang Shaoming, tall Zhao soft ground and underground engineering [M]. Beijing: China Architectural Press, (2005).

Google Scholar

[6] YE Guan-bao, Jing Tingting, high Yanbin, large area vacuum preloading settlement calculation and analysis of soft soil [C]. Yunnan, Yunnan People's Publishing Press, 2012: 91 ~ 96.

Google Scholar

[7] Qiu Xing Fa. Foundation deformation calculation [M]. Sichuan: Sichuan University Press, 2007. 44 ~ 76.

Google Scholar