 
          2924
        
        
          Proceedings of the 18
        
        
          th
        
        
          International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
        
        
          Figure 7. Crack in an abrupt transition area.
        
        
          Initially, fracturing was only observed in the sediments of
        
        
          former Texcoco lake but, in the last years, the phenomenon has
        
        
          been widely reported in five areas of Mexico Valley: a) South
        
        
          zone: Xochimilco, Tláhuac and Chalco; b) East zone: Iztacalco,
        
        
          Iztapalapa, Nezahualcoyotl, Chimalhuacan and Los Reyes; c)
        
        
          Center area: Peñon de los Baños and Venustiano Carranza; d)
        
        
          North-West zone: Naucalpan, Azacapotzalco and G. A. Madero
        
        
          and e) North-East zone: former Texcoco lake.
        
        
          3 CONCLUSIONS
        
        
          Land subsidence is an ongoing process that affects the former
        
        
          lacustrine zone of Mexico City. Soil fracturing associated to
        
        
          land subsidence causes serious problems to the citizenship and
        
        
          the infrastructure of the metropolitan area of Mexico valley.
        
        
          Until now, actions in this regard have been isolated, and only
        
        
          short term solutions have been implemented without really
        
        
          trying to understand the problem in greater depth and to
        
        
          evaluate the true efficiency of these solutions.
        
        
          Efforts by different groups, in particular by the
        
        
          Geocomputing Laboratory of II UNAM to achieve a better
        
        
          monitoring of the subsidence phenomenon of the lacustrine
        
        
          zone of Mexico City, as well as of others aspects of the
        
        
          geotechnical problematic, like soil fracturing, have allowed to
        
        
          obtain useful results but they just constitute the first stage of a
        
        
          huge monitoring work which should be followed on in a
        
        
          systematic way in the future. Institutional will to give continuity
        
        
          to these studies and availability of the required resources for its
        
        
          realization are essential to obtain satisfactory and up to date
        
        
          results.
        
        
          4 REFERENCES
        
        
          Auvinet, G. & Arias, A. (1991) Propagación de grietas. Memoria,
        
        
          Simposio sobre "Agrietamiento del suelo", Sociedad Mexicana de
        
        
          Mecánica de Suelos, pp. 21-31, august, México, D. F.
        
        
          Auvinet, G. et al. (1995) Sistema de Información Geográfica para
        
        
          Sondeos Geotécnicos, Proceedings, Xth Pan-American Conference
        
        
          on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 312-
        
        
          324, Guadalajara, Mexico.
        
        
          Carrillo, N. (1947) Influence of Artesian Wells on the Sinking of
        
        
          Mexico City. 2nd Internation Conference on Soil Mechanics and
        
        
          Foundation Engineeering, Nederland.
        
        
          Gayol, R. (1925) Estudio de las perturbaciones que en el fondo del valle
        
        
          de México ha producido el drenaje de las aguas del subsuelo por las
        
        
          obras del Desagüe, y rectificación de los errores a que ha dado
        
        
          lugar una incorrecta interpretación de los hechos observados.
        
        
          Revista Mexicana de Ingenieros y Arquitectos. Vol. III, Number 2,
        
        
          Mexico, D.F.
        
        
          Marsal, R. & Mazari, M. (1959) The subsoil of Mexico City.
        
        
          Contribution to Ier Pan-American Soil Mechanics and Foundation
        
        
          Enginering Conference, Facultad de Ingeniería, UNAM, México.
        
        
          Reedited (spanish-english) in 1969.
        
        
          Pérez, D. (2009) Modelado del hundimiento de la zona lacustre del valle
        
        
          de México. Aspectos estratigráficos y piezométricos. Master degree
        
        
          thesis, Escuela Superior de Ingeniería y Arquitectura, IPN, México
        
        
          D.F.
        
        
          Pineda R. & Pelaez T. (2009) Procedimiento de medición del
        
        
          hundimiento de la ciudad de México, Geotechnical Engineering in
        
        
          urban areas affected by land subsidence, Proceedings, workshop
        
        
          organized by ISSMGE TC36, Instituto de Ingeniería and Sociedad
        
        
          Mexicana de Ingeniería Geotécnica, Mexico, D.F.