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   Evaluation of Foundation Difficulties over Soft Organic Soil  
   
نویسنده Arifuzzaman ,Hasan Amanul
منبع jordan journal of civil engineering - 2013 - دوره : 7 - شماره : 4 - صفحه:440 -449
چکیده    Over the past 50 years, dhaka, the capital of bangladesh, has experienced a rapid growth of urbanpopulation. this high population increase demands rapid expansion of the city. unfortunately, most parts of dhaka having competent subsoil for building construction are already exhausted. as such, new areas are being reclaimed by both government and private agencies using dredged fill from nearby river sources. a very soft organic layer exists below the filling layer that is highly plastic and highly compressible. spt n-values of filling layer and organic layer vary from 2 to 11 and 1 to 2, respectively. it is observed that settlement of the organic layer varied from about 242 mm to 637 mm in between 1.8 to 12.7 years, respectively, due to overburden pressure of 100 kpa. moreover, the existing organic layer may cause negative skin friction to the pile foundation and make foundation difficulties.
کلیدواژه Soft organic clay ,Shear strength ,Compressibility characteristics ,Settlement ,Foundation difficulties
آدرس University of Information Technology and Sciences, Department of Civil Engineering, Bangladesh, University of Information Technology and Sciences, Department of Civil Engineering, Bangladesh
پست الکترونیکی amanul.bd@gmail.com
 
     
   
Authors Arifuzzaman
  
 
 

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