Geosynthetics Supporting Embankments Over Voids

Author:

Kinney Thomas C.,Connor Billy

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference15 articles.

1. Bolles J. (1986). “Geotextiles and geogrids used to span voids under arctic roads ” thesis presented to the University of Alaska at Fairbanks Alaska in partial fulfillment of the requirements for the degree of Master of Science.

2. Bourdeau P. L. Harn M. E. and Holtz R. D. (1982). “Soil fabric interaction—an analytical model vol. II.” 2nd Int. Conf. on Geotextiles Las Vegas Nev. Aug. 387–392.

3. Collios A. Delmas P. Gourc J. P. and Giroud J. P. (1980). “Experiments on soil reinforced with geotextiles.” ASCE Convention and Exposition Portland Oreg. April Preprint 80–177 The use of geotextiles for soil improvements 53–73.

4. Fluet J. E. Christopher B. R. and Slaters A. R. (1986). “Geosynthetics stress‐strain response under embankment loading conditions ” 3rd Inter. Conf. on Geotextiles Vienna Austria April 175–180.

5. Giroud J. P. and Noiray L. (1980). “Design of geotextile reinforced unpaved roads.” ASCE Convention and Exposition Portland Oreg. April. Preprint 80–177 The use of geotextiles for soil improvements 143–169.

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