Geosynthetic reinforced multitiered walls

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 12, 2004, Pages 1225-1235

  Leshchinsky, Dov ^a   Han, Jie ^b  

^a UNIVERSITY OF DELAWARE   (United States)

^b University of Kansas   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONTINUUM MECHANICS; EXTRAPOLATION; STIFFNESS; TENSILE STRENGTH; TENSILE STRESS; TORSIONAL STRESS; WATER;

AESTHETICS; GEOSYNTHETIC WALLS; MECHANICALLY STABILIZED EARTH (MSE) WALLS; MULTITIERED WALLS;

WALLS (STRUCTURAL PARTITIONS);

GEOSYNTHETICS; REINFORCED EARTH; RETAINING WALL; TENSILE STRESS;

DESIGN; GEOSYNTHETICS; SOIL REINFORCEMENT; TENSILE PROPERTY;

EID: 4644258472     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:12(1225)     Document Type: Article

References (16)

1. ADAMA Engineering, Inc. (2002). ReSSA version 2.0., (www.GeoPrograms.com), Newark, Del.
2. AASHTO (1998). Standard specifications for highway bridges, American Association of State Highway and Transportation Officials, Washington, DC.
3. Baker, R., and Leshchinsky, D. (2001). "Spatial distribution of safety factors." J. Geotech. Geoenviron. Eng., 127(2), 135-145.
4. Bishop, A. W. (1955). "The use of the slip circle in the stability analysis of slopes." Geotechnique, 5, 7-17.
5. British Standard. (1995). "Code of practice for strengthened /reinforced soils and other fills." BS8006, British Standards Institute, London.
6. Dawson, E. M., Roth, W. H., and Drescher, A. (1999). "Slope stability analysis by strength reduction." Geotechnique, 49(6), 835-840.
7. Elias, V., and Christopher, B. R. (1997). "Mechanically stabilized earth walls and reinforced soil slopes-Design and construction guidelines." Publ. No. FHWA-SA-96-071, FHWA Demonstration Project 82, Federal Highway Administration, Washington, D.C.
8. Han, J., Leshchinsky, D., and Shao, Y., (2002). "Influence of tensile stiffness of geosynthetic reinforcements on performance of reinforced slopes." Proc., Geosynthetics-7th ICG, Delmas, Gourc & Girard, eds., Swets and Zeitlinger, Lisse, 197-200.
9. Itasca Consulting Group, Inc. (2002). FLAC/Slope user's guide, 1st Ed., Minneapolis.
10. Leshchinsky, D. (1999). "Stability of geosynthetic reinforced steep slopes." Proc., Int. Symp. Slope Stability Engineering-IS-Shikoku'99, Slope Stability Engineering, N. Yagi, T. Yamagarni, and J. C. Jiang, eds., Balkema, Rotterdam, The Netherlands, 49-66.
11. Leshchinsky, D. (2002). "Design software for geosynthetic-reinforced soil structures." Geotechnical Fabrics Report, 2(8), 44-49.
12. National Concrete Masonry Association (NCMA). (1997). Design manual for segmental retaining walls, 2nd Ed., NCMA, Herndon, Va.
13. San, K. C., Leshchinsky, D., and Matsui, T. (1994). "Geosynthetic reinforced slopes: Limit equilibrium and finite element analyses." Soils Found., 34(2), 79-85.
14. Spencer, E. (1967). "A method of analysis of the stability of embankments assuming parallel inter-slice forces." Geotechnique, 17, 11-26.
15. Ugai, K., and Leshchinsky, D. (1995). "Three-dimensional limit equilibrium and finite element analyses." Soils and Foundat., 35(4), 1-7.
16. Zienkiewicz, O. C., Humpheson, C., and Lewis, R. W. (1975). " Associated and nonassociated viscoplasticity and plasticity in soil mechanics." Geotechnique, 25(4), 671-689.