Analytical study of active and passive ground anchors

Soils and Foundations

Volumn 38, Issue 3, 1998, Pages 13-26

  Liang, Robert Y ^a   Feng, Y X ^a   Vitton, S J ^b   Lee, Suckhong ^c  

^a The University of Akron   (United States)

^b Michigan Technological University   (United States)

^c HYUNDAI Engineering and Construction   (South Korea)

Author keywords

Analytical study; Ground anchor; Interface interaction; Soil stabilization (IGC: K6)

Indexed keywords

EID: 17844401122     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.38.3_13     Document Type: Article

References (7)

1. Byrne, R. J. (1992): "Soil nailing: a simplified kinematical analysis," Geotechnical Special Publication No. 30, Vol. 2, ASCE, New York, N.Y., pp. 751-765.
2. Elias, V. and Juran, I. (1991): "Soil nailing for stabilization of highway slopes and excavations," FHWA-RD-89-198, U.S. Dept. of Transp., Federal Highway Administration, Washington D.C.
3. Liang, Y. R., Feng, Y. and Vitton, S. J. (1998): "Displacement-based stability analysis for anchor reinforced slope," Soils and Foundations, Vol. 38, No. 3, pp. 27-39.
4. Schlosser, F. (1991): "Recommendations Clouterre," FHWA-SA-93-026, U.S. Dept. of Transp., Federal Highway Administration, Washington D.C.
5. Shewbridge, S. E. and Sitar, N. (1990): "Deformation-based model for reinforced sand," J. Geotech. Engrg., ASCE 116, Vol. 7, pp. 1153-1169.
6. Shewbridge, S. E. and Sitar, N. (1989): "Deformation characteristic of reinforced sand in direct shear," J. Geotech. Engrg., ASCE 115, Vol. 8, pp. 1134-1147.
7. Vitton, S. J. (1991): "Local transfer mechanisms in anchored geosynthetic system," Ph.D. thesis, Univ. of Michigan, Ann Arbor, Mich.