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A platform for research: civil engineering, architecture and urbanism
A Caculation Method Discussion of Vertical Bearing Capacity on End Post-Grouted Drilled Piles
This article establishes a circular truncated cone model of the post-grouted induration end,brings forward a integrative influence coefficient and edtablishes a simple vertical bearing capacity caculation formula of post-grouted piles with the broaden diameter caculating the end resistance of the pile, which has considered the influence of mortar volumn.According to a certain number of engineering experiment,the tesults derived from this formula can fit the static loading test bearing capacity of the post-grouted drilled piles well,which can provides a certain engineering practical reference value.
A Caculation Method Discussion of Vertical Bearing Capacity on End Post-Grouted Drilled Piles
This article establishes a circular truncated cone model of the post-grouted induration end,brings forward a integrative influence coefficient and edtablishes a simple vertical bearing capacity caculation formula of post-grouted piles with the broaden diameter caculating the end resistance of the pile, which has considered the influence of mortar volumn.According to a certain number of engineering experiment,the tesults derived from this formula can fit the static loading test bearing capacity of the post-grouted drilled piles well,which can provides a certain engineering practical reference value.
A Caculation Method Discussion of Vertical Bearing Capacity on End Post-Grouted Drilled Piles
Advanced Materials Research ; 243-249 ; 1033-1037
2011-05-17
5 pages
Article (Journal)
Electronic Resource
English
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