 
          2919
        
        
          Technical Committee 214 /
        
        
          
            Comité technique 214
          
        
        
          the local aquifer cannot be suspended. Studies and analyses are
        
        
          thus necessary to rethink criteria and strategies to mitigate
        
        
          future effects
        
        
          The authors describe the efforts of their research group to
        
        
          monitor the subsidence phenomenon of the lacustrine zone of
        
        
          Mexico City, as well as of others aspects of the problem, like
        
        
          soil fracturing. A Geographic Information System was
        
        
          developed to this end, using as a support a similar system
        
        
          developed previously by the authors. Up to now, 868 fracturing
        
        
          sites have been documented. About 45 sites where cracks had
        
        
          been reported were discarded when, during the field visits, it
        
        
          became evident that no fracturing could be detected and that
        
        
          defects in the soil surface could be attributed to other factors
        
        
          (mainly scour).
        
        
          Figure 4. A dramatic example of soil fracturing in a site near Mexico
        
        
          City
        
        
          Engineers and practitioners as well as local and federal
        
        
          authorities will surely profit for the crack and fissure maps
        
        
          produced by the authors, not only for assessing the feasibility of
        
        
          specific projects but also in the planning of urban development
        
        
          schemes or land usage regulations.
        
        
          7 CONCLUSIONS
        
        
          The papers in the session cover almost comprehensively the
        
        
          main topics related to soft soil engineering. The 15 papers that
        
        
          were submitted came from countries located in at least four
        
        
          continents, thus demonstrating that soft soils are widely spread
        
        
          and that research into their properties and characteristics is still
        
        
          of paramount importance for an increasing large number of
        
        
          geotechnical engineers worldwide. Sharing experiences with
        
        
          problems associated to soft soils is also very important. The
        
        
          papers submitted to the session will provide readers an
        
        
          opportunity to learn many aspects of soil engineering from the
        
        
          experiences shared by other colleagues around the world.
        
        
          In almost all of the papers the importance of characterizing
        
        
          soft soils properly is highlighted. It is also evident that thorough
        
        
          soil exploration as well as field and laboratory testing are
        
        
          necessary to achieve this purpose. The papers also show the
        
        
          extensive and extended use of exploration techniques that were
        
        
          rare only a few decades ago.
        
        
          It is also notable that most contributions refer to case
        
        
          histories in which basic soil mechanics concepts have been
        
        
          successfully applied and in which instrumentation was used
        
        
          judiciously to monitor and interpret soil behavior. Also,
        
        
          improved field instrumentation systems have had a positive
        
        
          influence on the development of many projects. In this respect,
        
        
          the submitted papers, especially those presented in the case
        
        
          histories, show different manners in which the observational
        
        
          method can be applied successfully, under a wide range of
        
        
          geotechnical conditions and within the context of a variety of
        
        
          problems.
        
        
          8 REFERENCES
        
        
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