Successful prediction of slope failure in an excavation trial

Author:

Botero E.,Ovando E.,Mendoza M.J.

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference20 articles.

1. Aguirre, L.M. y Zarate, M. (1967) “Performance studies of the Mexico City International Airport. Proceedings of the Second International Conference on the Structural Design of Asphalt Pavements. Ann Arbor, University of Michigan. pp. 658–660.

2. Aguirre, L.M. y Zarate, M. (1985) “Problematic of geotechnical performance of the Mexico City International Airport runways built on ancient Texcoco Lake”. Proceedings of the XI International Conference on Soil Mechanics and Foundation Engineering. San Francisco, Estados Unidos. pp. 2381-2384.

3. Alberro, J., 1979, “Stabilité à long terme des excavations dans la ville de Mexico”, Simposio Internacional de Mecánica de Suelos, Sociedad Mexicana de Mecánica de Suelos, Vol. 1, Oaxaca, México.

4. ARUP (2018). “Nuevo Aeropuerto Internacional de la Ciudad de México”. https://lopezobrador.org.mx/wp-content/uploads/2018/08/6.-%C3%81rea-Terminal-y-Torre-ARUP.pdf.

5. Botero E. and Ossa A. (2015). Reply to the discussion by Gao, L. and Hu, G., on “Stress-strain behavior of a silty soil reinforced with polyethylene terephthalate (PET)” [Geotextiles and Geomembranes 43 (4), 2015, pp. 363–369].

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