Use of Short Piles for Stabilizing the Side Slope of the Road Embankment along the Canal

Authors: Monapat Sasingha, Suttisak Soralump

Abstract:

This research presents the behavior of slope of the road along the canal stabilized by short piles. In this investigation, the centrifuge machine was used, modelling the condition of the water levels in the canal. The centrifuge tests were performed at 35 g. To observe the movement of the soil, visual analysis was performed to evaluate the failure behavior. Conclusively, the use of short piles to stabilize the canal slope proved to be an effective solution. However, the certain amount of settlement was found behind the short pile rows.

Keywords: Centrifuge test, slope failure, embankment, stability of slope.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1340070

References:

[1] Thailand Environment Monitor. Thailand: The world bank, 2011.
[2] The Climate of Thailand. Thai Meteorological Department, 2015.
[3] Gopal Madabhushi, Centrifuge Modelling for Civil Engineers. Broken Sound Parkway NW, Boca Raton: CRC Press, 2015, pp.14-15.
[4] Gopal Madabhushi, Centrifuge Modelling for Civil Engineers. Broken Sound Parkway NW, Boca Raton: CRC Press, 2015, pp.46-47.
[5] Charles W.W.NG, “The state of the art centrifuge modelling of geotechnical problems at HKUST,” Zhejiang Univ-Sci A. J., vol.15, pp. 1-21, 2014.