Sunday, January 2, 2011
Have you ever thought about the supporting of the tunneling by using of implement a tie beam framework (or concrete slab) on the ground and connection of this frame with tensional piles (the piles under tension)?
These tensional piles will take some of Soil pressure (lateral & vertical pressure) above tunneling and transfer the loading to tie beam framework in which you can easily do your tunneling. Of course, there is a balance of the cost and the time for utilizing of this plan. Is there any reference for this method?
Definitely, one of the best ways for solving of the problem is to find out the supporter systems (sleepers) in the nature as a strategy or new idea (refer to Point “J”of “The executive methods for solving of the problem” on below link:http://emfps.blogspot.com/2010/10/executive-methods-for-solving-of.html
Posted by Gholamreza Soleimani at 9:32 PM