Mechanism and calculation method of rheological settlement of high-filled embankment

Zhi-chao Wang , Ying-she Luo , Song-hua Tang

Journal of Central South University ›› 2010, Vol. 15 ›› Issue (Suppl 1) : 381 -385.

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Journal of Central South University ›› 2010, Vol. 15 ›› Issue (Suppl 1) :381 -385. DOI: 10.1007/s11771-008-0384-1
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Mechanism and calculation method of rheological settlement of high-filled embankment

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Abstract

The characteristics of high-filled embankment rheological settlement were analyzed; mechanical calculation model of high-filled embankment rheological settlement during constructing and running period was also put forward. Combining the macroscopic and microscopic deformation properties of the engineering soil grain, its constitutive model was set up and its characters were fully revealed, at the same time, its practical calculation formula under the action of dead-weight load was derived, which is feasible by analysis and comparison.

Keywords

high-filled embankment / rheological settlement / calculation method

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Zhi-chao Wang, Ying-she Luo, Song-hua Tang. Mechanism and calculation method of rheological settlement of high-filled embankment. Journal of Central South University, 2010, 15(Suppl 1): 381-385 DOI:10.1007/s11771-008-0384-1

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References

[1]

Second Highway Engineering InvestigationDesign Institute Of the Ministry of Communications.Subgrade [M], 20042nd ed.Beijing, China Communications Press

[2]

WangR.-pu.. Research on calculation method of high fill embankment settlement [J]. Journal of China & Foreign Highway, 2007, 27(6): 14-16

[3]

ZhaoM.-h., ZengG.-x., XiangZ.-feng.. Gray optimizing-markov predicating model on settlement of highenrockment embankment [J]. Journal of Highway and Transportation Research and Development, 2006, 23(11): 19-22

[4]

SunJ.Geo-material rheology and its application in engineering [M], 1999, Beijing, Architecture Industry Press

[5]

XU Xiao-yu. Research on settlement character and prediction method for high embankment [D]. Changsha University of Science and Technology, 2005. (in Chinese)

[6]

HuR.-l., et al.Quantitative microstructure models of clayey soils and their engineering behaviors [M], 1995, Beijing, Geological Publishing House

[7]

CaoX.-r., WangH.. Research of relationship between compaction property and physical properties index of fine-grained soils [J]. Central South Highway Engineering, 2007, 32(1): 25-29

[8]

WangZ.-c., LuoY.-she.. Identification technology based on constitutive model database of geotechnical material [J]. Journal of Central South University of Technology, 2007, 14(s1): 458-461

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