Pile foundations are principally used to transfer the loads from a superstructure, through weak, compressible strata or water onto stronger, more compact, less compressible and stiffer soil or rock at depth, increasing the effective size of a foundation and resisting horizontal loads (Tomlinson & Woodward, 2008). They are used for large structures, and in situations where the soil under is not suitable to prevent excessive settlement.
Generally piles are classified as; end-bearing piles (where most of the friction is developed at the toe of the pile, bearing on a hard layer) or friction piles (where most of the pile-bearing capacity is developed by shear stresses along the sides of the pile, suitable when harder layers are too deep). Most piles use some end-bearing and some friction, in order to resist the action of loads.
If you need more information about pile foundation in Bali you can contact:
Email : edi@supriyanto.web.id atau edisupriyanto@gmail.com
Mobile : +6281338718071
Tidak ada komentar:
Posting Komentar