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   behavioral study of raft reinforced with geogrid and geocell through experiments and neural models  
   
نویسنده kumar vikas ,priyadarshee akash ,chandra sunayana ,jindal a. ,rana d.
منبع civil engineering infrastructures journal - 2023 - دوره : 56 - شماره : 2 - صفحه:321 -332
چکیده    The stability of a structure could be achieved either by adopting strong foundation or by improving the strength of the soil. this study is an attempt to investigate the behavior of a raft foundation (u-rf) upon reinforcing with geogrid (rf-r-gr) and reinforcing with geocell (rf-r-gc). the results of the study showed that optimal depth for placement of geogrid was found to be 0.3b (b is width of raft) while optimal depth for geocell varied from 0.1b to 0.15b. it was also found that the bearing capacity ratio (bcr) for rf-r-gr was typically six times higher than u-rf, while for rf-r-gc it was eleven times higher than u-rf. further, the outcomes of experimental study were modeled using artificial neural networks (ann) to predict the settlements. it was found that ann models predicted settlement with higher values of correlation coefficient (r) as 0.9996 for rf-r-gr and 0.9995 for rf-r-g.
کلیدواژه ann ,bcr ,geocell ,geogrid ,raft
آدرس central university of haryana, department of civil engineering, india, mit muzaffarpur, department of civil engineering, india, delhi zonal centre, csir-neeri, india, central university of haryana, school of engineering and technology, department of civil engineering, india, central university of haryana, school of engineering and technology, department of civil engineering, india
پست الکترونیکی deepakrana@cuh.ac.in
 
     
   
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