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- W2355148393 abstract "The variation of shaft friction of grouting pile is studied,and the mechanics of shaft friction and vertical bearing capacity to improve the vertical loads as well.The BOTDR fiber sensing technique is used to test the strain of the post grouting super long piles under vertical bearing test in field.The data reflects the increment of pile strains with the increment of pile loading.The mechanics of the grouting effects both to the shaft and the bottom of pile is analyzed.The vertical bearing capacity of the pile foundation is analyzed as well.It is found that in silt and clay layers,for post grouting cast in place pile,the friction increment of shaft has a complex nonlinear relationship with the increment of vertical load.The boring step and post grouting method should be pay attention when using BOTDR fiber sensing the cast in place pile foundation,especially dealing with the test data.The conclusions may provide useful field data to the usage of the post grouting cast in place pile." @default.
- W2355148393 created "2016-06-24" @default.
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- W2355148393 date "2013-01-01" @default.
- W2355148393 modified "2023-09-23" @default.
- W2355148393 title "Experimental Study of Lateral Friction Growth of Super Long Pile with Grouting Both at Pile Bottom and Side" @default.
- W2355148393 hasPublicationYear "2013" @default.
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