The Application of Gray Theory on Predicting the Settlement of High Embankment

Ju Jin; Yuan Ming Dou; Qi Nan Li

doi:10.4028/www.scientific.net/AMR.671-674.1272

Paper Titles

Study on the False Joint’s Layout Mode of Unit Double-Block Ballastless Track Bearing Layer
p.1254

Study on the Prediction Method of Track Maintenance Cycle Based on Track Quality State
p.1259

Test Analysis of Vibration Characteristics on CRTS II Slab Ballastless Track Subgrade of the Beijing-Tianjin Intercity High-Speed Railway
p.1263

Three-Dimensional Finite Element Analysis of Dynamic Response of the Stress in Pavement Structure under Overload
p.1267

The Application of Gray Theory on Predicting the Settlement of High Embankment
p.1272

Experimental Study of High Temperature Properties and Rheological Behavior of Iranian Rock Asphalt
p.1277

Study on Survey of Bituminous Pavement Rut Distress and Patching Material Performance
p.1282

Effect of Aging on Urban Asphalt Pavement
p.1287

Test and Analysis of Basalt Fiber Reinforced Concrete’s Mechanical Properties and Pavement Performance
p.1291

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674The Application of Gray Theory on Predicting the...

The Application of Gray Theory on Predicting the Settlement of High Embankment

Abstract:

Stability of the road embankment is the foundation of the highway normal operation and maintenance, so there is strict requirement of road subgrade settlement for the highway. This article uses the gray theory to predict Cheng Chi high embankment construction settlement and builds a predicted model and tests the model’s accuracy. The results of settlement prediction are under the limits, so the stability of the road subgrade is good. This dynamic prediction method can be used on prediction of the settlement of high embankment and it’ll direct the operation and ensure the maintenance safety.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

1272-1276

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.1272

Citation:

Cite this paper

Online since:

March 2013

Authors:

Ju Jin, Yuan Ming Dou, Qi Nan Li

Keywords:

Dynamic Monitoring, Grey Prediction, High Embankment, Settlement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Songyu Liu, Jing Fei. Settlement prediction of embankments with stage construction on soft ground[J]. Chinese Journal of geotechnical engineering, 2003, 25(3): 228-232.

Google Scholar

[2] Xiren Cao, Lin Long. Optimized Combination Forecasting Settlement of High Backfill Subgrade. Central South Highway Engineering, (2007).

Google Scholar

[3] Julong Deng: Grey control system, chapter, 2, chapter, 7, HUA ZHONG University of Science and Technology Publishers，1993. In Chinese.

Google Scholar