Published Dec 28, 2000



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Iván Rafael Berdugo De Moya, BSc

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Abstract

Deterministic and probabilistic approaches of the model of limit states of a geotechnical design of foundations are presented. Process to determine partial security factors of design by means of probabilistic criteria of levels I - explicit and level II is shown. Byvirtue of a study case lA and 2 limit state, it is demonstrated that probabilistic approach of the model of limit states causes mathematically consistent design checks but not due to this, with physical interpretation.

Keywords
References
Asociación Colombiana de Ingeniería Sísmica (AIS), Normas Colombianas de Diseño y Construcción SismoResistente -Ley 400 de 1997, Decreto 33 de 1998.

Arnal, L.y Betancourt, M. Reglamento de Construcciones para el Distrito Federal- Normas Técnicas Complementarias para Diseño y Construcción de Cimentaciones del Distrito Federal. 4. Ed. México: D.F.: Trillas, 1999, pp. 578-609.

Casagrande, A."Roleofthe "Calculate Risk"in Earthwork and Foundation Engineering", JSMFD, ASCE,91, SM4,1965, pp. 1-40.

Geotechnical Consulting Group (GCG),Key Features ofENV1997-1, 1998, pp. 1-2.

Civieltechnisch Centrum Uitvoering Research en Regelgeving (CUR), Building on Soft Soils, A.A.Balkema, Rotterdam, 1996.

Day, R.A. "Limit State Design for Structures and Geomechanics – What Does It Really Mean?". En: http://www.uq.edu.auj-e2rday/publicationsjlimitstatejLSDexplained.htm. 1999.

Day, R.A. Limit States Design in Geotechnical Engineering - Consistency, Confidence or Confusion? En: http://www.uq.edu.au/-e2rday/publications/limitstate/LSdesign.htm. 1999.

Day, R.A. "Safety Factors in Austroads Retaining Wall Design". Proc., Austroads 1997 Bridge Conference, Sydney, G.J.Chirgwin. Ed. 1, 287-294, 1997. En: http://www.uq.edu.au/-e2rday/publications/limitstate/safetyfact.htm. 1999.

Day, R.A. Structural Limit States Design Procedures in Geomechanics. Proc., Austroads 1997 Bridge Conference, Sydney, G.J.Chirgwin. ed. 1, 275-286, 1997. En: http://jwww.uq.edu.au/-e2rday/publications/limitstate/geolimitsd.htm. 1999.

Everts, H. J. y Luger, H.J. Dutch National Codes for Pile Design. Proc., ERTC3 Seminar - Design ofAxially Loaded Piles, European Practice, Brussels, 1997, pp. 243-265.

Gutiérrez Villegas, J. "Elementos sobre Instrumentación en Geotecnia", Anales de las II Jornadas Geotécnicas, Sociedad Colombiana de Ingenieros, Santa Fe de Bogotá, 1980, pp. 6-7.

Hansen, J.B. "The Philosophy of Foundation Design: Criteria, Safety Factors and Settlement Limits", Proc., Symposium of Bearing Capacity and Settlemetn of Foundations, Oepartment of Civil Engineering - Ouke University, Ourham - NC, USA, 1965, pp. 9-13.

Harr, M.E. "Reliability - Based Design", Civil Engineering, Dover Publications, Mineola, NewYork, 1996.

Katzenbach, R. y Moormann, Chr. "Design ofAxially Loaded Piles and Pile Groups - German Practice". Proc., ERTC3 Seminar-Design ofAxially Loaded Piles, European Practice, Brussels, 1997, pp. 243-265.

Peck, R.B. "Bearing Capacity and Settlement: Certainties and Unncertainties". Proc., Symposium of Bearing Capacity and Settlemet of Foundations, Oepartment of Civil Engineering - Ouke University, Ourham - NC, USA, 1965, pp. 3-8.

Sociedad Costarricense de Mecánica de Suelos. Código de Cimentaciones de Costa Rica, 1994.

Simpson, B., Pappin, J.W. y Croft, 0.0. "An Approach to Limit State Calculations". Geotechnics, Ground Engineering, 14(6), 1981, pp. 21-26.

Simpson, B., Thompson, R., Findlay, J. y Bolton, M., "Eurocode 7 - Geotechnical Design Part 1 - General Design Rules, What Happens Now?". Proc., Institution of Civil Engineers, Geotechnical Engineering, 125, 1997, pp. 55-59.

Whitman, R.V., "Evaluating Calculated Risk In Geotechnical Engineering" JGED, ASCE, 110(2), 1984, pp. 1-40.

Wu, T,H., Tang, W.H. y Einstein, H.H. "Landslide Hazard and Risk Assessment", Landslides Investigation and Mitigation – Special Report 247, Transportation Research Board – National Research Council, 1996, pp. 106-118.
How to Cite
Berdugo De Moya, I. R. (2000). Aplicación de criterios probabilísticos de niveles I - explícito y II en la estructuración del modelo de estados límites de diseño geotécnico de cimentaciones. Ingenieria Y Universidad, 4(1), 7–27. Retrieved from https://revistas.javeriana.edu.co/index.php/iyu/article/view/34048
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