scholarly journals STUDY ON VERTICAL BEARING CAPACITY OF A QUASI-STATIC PILE LOADING TEST USING SPRING AT PILE HEAD

Author(s):  
Hirotoshi KUBOTA ◽  
Fumio KUWABARA ◽  
Masahito TAMURA ◽  
Namihiko INOUE ◽  
Akio ABE
2007 ◽  
Vol 63 (3) ◽  
pp. 772-782
Author(s):  
Hidetoshi NISHIOKA ◽  
Masayuki KODA ◽  
Masaru TATEYAMA ◽  
Osamu MURATA ◽  
Junichi HIRAO ◽  
...  

2011 ◽  
Vol 243-249 ◽  
pp. 1033-1037
Author(s):  
Jie Liu ◽  
Yan Yan Zhang

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.


2015 ◽  
Vol 10 (2) ◽  
pp. 253-265
Author(s):  
Takahiro SATO ◽  
Takeo HARADA ◽  
Naoto IWASA ◽  
Satoshi HAYASHI ◽  
Jun OTANI

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