Numerical Analysis and comparison of Micropile’s Pressure Bearing Capacity With the new Microbulb system on clay in Shiraz, Iran

 Abstract:  In  recent  decades,  the  implementation  of  micro  piles  have  been  increased  extensively  in  large  project constructions because of the unique advantages of this method compared to concrete piles.The results of centrifuge tests and  numerical analysis  show  that efficiency and importance of  micropiles can be  considered as an effective functional solution. This research is designed to use a numerical modeling  using finite elemet software Plaxis 3d Foundation v1.6 and also the FHWA code for a comparative study between micropiles and microbulbs . then the effective factors was analysed in order to choose the better method for between these two methods(micropile  and microbulb).  The  results  showed  that  the  new  microbulb  system  is  an  appropriate  solution  for  improvement  of mechanical properties of the soil ,increase of bearing capacity and settlement decrease.

این تصویر دارای صفت خالی alt است؛ نام پروندهٔ آن DOWNLOAD-eng-SHILAV-e1598334109155.jpg است

.

سوابق کاری شرکت شیلاو خاورمیانه

سو

ابق کاری

سوابق کاری

نظرات بسته شده است.