An integrated limiting equilibrium approach for design of reinforced soil retaining structures: Part III - Optimal design

Geotextiles and Geomembranes

Volumn 22, Issue 6, 2004, Pages 455-479

  Baker, R ^a   Klein, Y ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Integrated design procedure; Limiting equilibrium; Optimal design; Reinforced soil; Retaining structures

Indexed keywords

COSTS; GEOMEMBRANES; SOILS; SPECTRUM ANALYSIS;

CANTILEVER WALLS; OPTIMAL DESIGNS; SOIL DESIGNS;

GEOTEXTILES;

DESIGN; OPTIMIZATION; RETAINING WALL; SOIL REINFORCEMENT;

EID: 4644291033     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2004.04.001     Document Type: Article

References (6)

1. Baker R. Determination of the critical slip surface in slope stability computations International Journal for Numerical and Analytical Methods in Geomechanics. 4 1980 333-359
2. Baker, R., 1989. S.S.A.-A Computer Program for Slope Stability Analysis-User Manual. Internal Publication, Department of Geotechnology, Faculty of Civil Engineering, Technion I.I.T. Haifa, Israel.
3. Baker R. Klein Y. An integrated limiting equilibrium approach for design of reinforced soil retaining structures; Part I-formulation Geotextiles and Geomembranes 22 3 2003 119-150
4. Baker R. Klein Y. An integrated limiting equilibrium approach for design of reinforced soil retaining structures; Part II-example problems Geotextiles and Geomembranes 22 3 2003 151-177
5. Meyerhof, G.G., 1953. The bearing capacity of foundations under eccentric and inclined loads. Proceedings of the Third International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 440-445.
6. Teng W.C. Foundation Design 1962 Prentice-Hall Englewood Cliffs, NJ, USA