Study on Settlement of High Fill Embankments on Rock Slope under Complicated Stress Conditions

Article Preview

Abstract:

Compared with general roadbed,high fill embankment has the characteristics such as higher height, larger cumulate settlement and it’s stability should be technical analyzed. High fill embankment is one of the most important projects in highway engineering. The settlement in highway construction, especially the differential settlements, may lead to the cleft and stagger of pavement,and largely affect the quality of driving as well as the operational life span. So how to reduce the settlement and get rid of the danger made by the settlement has been an important subject in highway construction field and the research has important reality significance. Therefore, in order to master the deformation law of high fill embankment on rock slope under complicated stress conditions, systems of monitoring network are established to monitor the settlement of high embankment with strong weathering filling, high embankment on rock slop and high rock fill abrupt slope embankment respectively. Through analysis of settlement of high fill embankment stability under complicated stress conditions, conclusions are made in details.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

874-880

Citation:

Online since:

October 2011

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Tavenas F, Mieussens C, Bourges F. Lateral displacements in clay foundations under embankments [J]. Canadian Geotechnical Journal, 1979,16:532~550.

DOI: 10.1139/t79-059

Google Scholar

[2] Loganathan N, Balasubramaniam A S, Bergado D T. Deformation analysis of embankments [J]. Journal of Geotechnical Engineering, 1993, 119(8):1105~1106.

DOI: 10.1061/(asce)0733-9410(1993)119:8(1185)

Google Scholar

[3] Mesri G, Choi Y K. Settlement of embankments on soft clays[A]. Vertical and Horizontal Deformations of Foundations and Embankments [M]. ASCE, Geotechnical Special Publications, 1994.8~54.

DOI: 10.1061/(asce)0733-9410(1994)120:12(2244)

Google Scholar

[4] Chai J C,Miura N,Bergado DT,Long P V. Finite element analysis of embankment failure on soft subsoil[J]. Geotechnical Engineering, 1997,28(2:249~276.

Google Scholar

[5] Liu Song yu, Jing Fei. Settlement prediction of embankments with stage construction on soft ground. Journal of Geotechnical Engineering,2003,25(2).

Google Scholar

[6] Tavenas F. Lateral displacement in foundations under embankmeni [J].Canadian Geoteehnieal Joumal,1979(16):532-550.

Google Scholar