Your single point of reference for all your Geotechnical Inquiries
Publications by [Arellano D.]
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.
This paper presents a deformation-based load bearing analysis procedure that utilizes the elastic limit stress, i.e. the compressive stress at 1 percent strain, to design expanded-polystyrene (EPS)-block geofoam for roadway embankments. The procedure consists ...
Filed under:
Soil Mechanics -
Earthworks
Reference:
Proceedings of 8th International Conference on Bearing Capacity of Road, Railways, and Airfields, University of Illinois, Urbana, Illinois, June 29 – July 2, 2009, pp. 981-990.
Stark T. D.
,
Arellano D.
et al.
The paper describes a slope failure involving an unreinforced geosynthetic clay liner (GCL) in a municipal solid waste (MSW) landfill liner system. The precise mechanism for the shear movement of the interim slope is not known. However, the significant damage ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Geosynthetics International, Vol 5, No 5, pp 521- 544
