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- W2364523518 abstract "Based on the static load test of three post grouting bored piles in a project,the Q-S curves were got and the test results were compared with the calculating by empirical formula.Meanwhile,the Q-S curves were fitted by analytic method and the highest value of bearing capacities were forecasted.The results show that the technique of post grouting can effectively improve the pile bearing capacity and significantly reduce the pile settlement;the bearing properties of the pile can be inferred by Q-S curve fitting of pile.It was verified that the bearing capacity of post grouting bored the pile can be estimated by empirical formula.It was also verified that the highest value of bearing capacity can be forecasted by analytic method.The calculation results match well with that from the static load test of piles.It was proved that the empirical formula and calculation parameters can be used in design of post grouting bored pile on the same geological type with reference value.Therefore it is instructive for research and construction of similar piles." @default.
- W2364523518 created "2016-06-24" @default.
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- W2364523518 date "2008-01-01" @default.
- W2364523518 modified "2023-09-26" @default.
- W2364523518 title "Design and Test Analysis on Bearing Capacity of Post Grouting Bored Piles in Cobble Layer" @default.
- W2364523518 hasPublicationYear "2008" @default.
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