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- W2392701959 abstract "Being regarded as random variables,the geotechnical parameters can be determined by combining the data from geotechnical test of undisturbed sample in site exploration and the empirical data.The influence was analyzed which random variables have on the pile foundation working performances,such as stress and strain of pile tip,by Monte Carlo stochastic FEM.The conclusion is that:which has the most influence on stress and strain of pile tip is the cohesion between pile and soil,and friction coefficient between pile and soil next.The stress(strain) of pile tip and the cohesion(friction coefficient) between pile and soil has a negative correlation." @default.
- W2392701959 created "2016-06-24" @default.
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- W2392701959 date "2009-01-01" @default.
- W2392701959 modified "2023-09-25" @default.
- W2392701959 title "The Sensibility Analysis of Variables Influencing Pile Foundation Performances by Stochastic FEM" @default.
- W2392701959 hasPublicationYear "2009" @default.
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