Geotextile reinforced piled embankment for highway bridges

Proceedings of the International Conference on Applications of Advanced Technologies in Transportation Engineering

Volumn , Issue , 2004, Pages 438-443

  Chew, S H ^a   Phoon, H L ^a   Loke, K H ^b   Lim, L K ^b  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

^b Polyfelt Asia Sdn Bhd   (Malaysia)

Author keywords

[No Author keywords available]

Indexed keywords

CRACK INITIATION; DEFORMATION; GEOTEXTILES; HIGHWAY BRIDGES; PILE FOUNDATIONS; REINFORCEMENT; SOILS; STRUCTURAL LOADS; YARN;

GEOTEXTILE REINFORCED PILED EMBANKMENT; GEOTEXTILE REINFORCEMENT; HIGHWAY CONSTRUCTION; SOFT SOILS; TRAFFIC VOLUME;

EMBANKMENTS;

CRACKS; DEFORMATION; GEOTEXTILES; LOADS; REINFORCEMENT; SOIL; YARN;

EID: 15844377799     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40730(144)82     Document Type: Conference Paper

References (3)

1. Hewlett, W.J. & Randolph, M.F. (1988). "Analysis of Piled Embankments", Ground Engineering, London, England, 21(3), pp. 12-18.
2. John, N.W.M. (1987). Geotextiles, Blackie. Glasgow.
3. Reid, W. M. and Buchanan, N. W. (1984). "Bridge Approach Support Piling", Proceedings of the Conference on Piling and Ground Treatment, Paper 21, pp. 267-274, Thomas Telford Ltd, London, 1984.