 
          2657
        
        
          Technical Committee 212 /
        
        
          
            Comité technique 212
          
        
        
          3 SUMMARY
        
        
          Deep foundation is a broad area of foundation engineering
        
        
          ranging from conventional pile foundation to modern combined
        
        
          pile-raft foundation. As expected, for this important topic huge
        
        
          number of papers were submitted and finally 62 papers have
        
        
          been selected which is distributed over two technical sessions of
        
        
          this technical committee TC 212 – Deep Foundations. The
        
        
          subject matters of these papers cover various sub-topics of deep
        
        
          foundations viz., foundation behaviour and performance,
        
        
          technologies for construction, rehabilitation and energy,
        
        
          analytical and numerical analyses on piles and pile-raft
        
        
          foundation, field measurements, seismic analysis of deep
        
        
          foundations, design methods and assessments, model testing,
        
        
          soil-pile interactions and predictions from testing methods in
        
        
          deep foundations. This general report summarizes the various
        
        
          latest developments in research and practice in the area of deep
        
        
          foundations.
        
        
          4 ACKNOWLEDGEMENT
        
        
          Authors acknowledge the support provided by (i) A. M. Tang,
        
        
          Researcher, Laboratoire Navier/CERMES, Université Paris-Est,
        
        
          France, (ii) K. Chatterjee, Research Scholar, Department of
        
        
          Civil Engg., IIT Bombay, Mumbai, India and (iii) V. Dilli Rao,
        
        
          PG Student, Department of Civil Engg., IIT Bombay, Mumbai,
        
        
          India, for preparation of this general report.
        
        
          5 REFERENCES
        
        
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          Structural and geotechnical design of a piled raft for a tall building
        
        
          founded on granular soil. Proceedings of the 18
        
        
          th
        
        
          International
        
        
          Conference on Soil Mechanics and Geotechnical Engineering,
        
        
          Paper No. 2950.
        
        
          Alnuiam A., El Naggar H. and El Naggar M.H.. 2013. Performance of
        
        
          piled-raft system under axial load. Proceedings of the 18
        
        
          th
        
        
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          Engineering, Paper No. 2417.
        
        
          Ashlock J.C. and Fotouhi M.K. 2013. Analysis of Full – Scale Random
        
        
          Vibration Pile Testsin Soft and Improved Clays. Proceedings of the
        
        
          18
        
        
          th
        
        
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          Balakumar V., Oh E., Bolton M. and Balasubramaniam A.S. 2013. A
        
        
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          rafts. Proceedings of the 18
        
        
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          Elsherbiny Z. and El Naggar M.H.. 2013. The performance of helical
        
        
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          Goto S., Aoyama S., Liu ., Towhata I., Takita A. and Renzo A.A. 2013.
        
        
          Model loading tests in large soil tank on group behavior of piles.
        
        
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          International Conference on Soil Mechanics
        
        
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          Probabilist analysis of the foundation of a shopping center in
        
        
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          International