WANG Wei-yu, ZHAO Tuo, MENG Yan-jie. THE NUMERICAL ANALYSIS ON BEARING CAPACITY OF CFG PILE COMPOSITE FOUNDATION UNDER BLASTING[J]. Engineering Mechanics, 2012, 29(增刊I): 150-155. DOI: 10.6052/j.issn.1000-4750.2011.11.S033
Citation: WANG Wei-yu, ZHAO Tuo, MENG Yan-jie. THE NUMERICAL ANALYSIS ON BEARING CAPACITY OF CFG PILE COMPOSITE FOUNDATION UNDER BLASTING[J]. Engineering Mechanics, 2012, 29(增刊I): 150-155. DOI: 10.6052/j.issn.1000-4750.2011.11.S033

THE NUMERICAL ANALYSIS ON BEARING CAPACITY OF CFG PILE COMPOSITE FOUNDATION UNDER BLASTING

  • Through CFG pile composite foundation dynamic test, a test model was built by using finite element analysis software. The analyses were made for the horizontal acceleration, vertical acceleration, horizontal displacement, vertical displacement and stress, which were dynamic response about the same position different depth and the same depth different locations. The analysis results of the dynamic response were in good agreement with the test results. The factors of dynamic response were studied by numerical simulation. Compared with the dynamic response results of natural foundation, we obtained the conclusions in guiding the significance. A basis is supplied for load bearing capacity, deformation and dynamic characteristics of a CFG pile composite foundation.
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