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Publications by [Horvath J. S.]
Total Items found:
Arellano D.
,
Stark T. D.
et al.
This paper presents an overview of the design guideline for the use of expanded polystyrene (EPS)-block geofoam for slope stabilization and repair applications based on the results of National Cooperative Highway Research Program (NCHRP) Project 24-11(02). ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
4 th International Conference on Geofoam Blocks in Construction Applications (EPS 2011 Norway) June 6-8, 2011
Arellano D.
,
Tatum J. B.
et al.
This paper presents an interim design guideline for the use of expanded polystyrene (EPS)-block geofoam 4 for slope stabilization and repair based on the National Cooperative Highway Research Program 5 (NCHRP) Project 24-11(02) Phase I study. The overall objective ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
Proceedings of 89th Transportation Research Board Meeting, Transportation Research Board, July, 2009, 15 p.
<p>Tapered driven piles have been the deep foundation of choice ever since construction of and at the well-known John F. Kennedy International Airport (JFKIA) in New York City began in the late 1940s. Timber piles were used primarily for many decades but various ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Fifth International Conference on Case Histories in Geotechnical Engineering, New York April 13-17
Riad H. L.
,
Ricci A. L.
et al.
<p>The use of lightweight-fill materials for highway construction increased significantly worldwide during the 1990s. Predominant with this trend was the increased use of cellular geosynthetics (geofoams and geocombs), especially block-molded expanded polystyrene ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Fifth International conference on Case Histories in Geotechnical Engineering New York April 13-17
