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- W2374919138 abstract "By the horizontal load test and numerical simulation of micro-piles in different construction technologies,the major factors influencing the horizontal beating capacity of the micro-piles were studied.The influence factors such as secondary grouting process functions in horizontal load-displacement curve form,the critical load,ultimate load,and the horizontal resistance forces proportionality coefficient(m) of the soil around pile were investigated.In addition,the influence of different grouting volumes and grouting ranges on the horizontal bearing capacity of single pile was analyzed by numerical simulation.Results show that secondary grouting process can improve the deformation and the behavior of micro-piles affected by the horizontal load and enhance horizontal bearing capacity of micro-piles.The horizontal resistance force proportionality coefficient(m) of the soil around pile should choose the maximum value provided by the standard during the design of micro-piles.The pile-soil optimal stiffness ratio is 100:1 and the best injected depth is 4D.Finally,the mechanism improving the horizontal bearing capacity of single pile by secondary grouting process around micro-piles was discussed." @default.
- W2374919138 created "2016-06-24" @default.
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- W2374919138 date "2011-01-01" @default.
- W2374919138 modified "2023-09-23" @default.
- W2374919138 title "Experiment and Numerical Simulation Analysis on Horizontal Bearing Capacity Secondary Grouting Micro-piles" @default.
- W2374919138 hasPublicationYear "2011" @default.
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