ZHANG Xianmin, CAI Jing, WANG Jianhua. Quantitative analysis of defects to piles in foundation with low strain dynamic test[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 47-50.
Citation:
ZHANG Xianmin, CAI Jing, WANG Jianhua. Quantitative analysis of defects to piles in foundation with low strain dynamic test[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 47-50.
ZHANG Xianmin, CAI Jing, WANG Jianhua. Quantitative analysis of defects to piles in foundation with low strain dynamic test[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 47-50.
Citation:
ZHANG Xianmin, CAI Jing, WANG Jianhua. Quantitative analysis of defects to piles in foundation with low strain dynamic test[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 47-50.
Quantitative analysis of defects to piles in foundation with low strain dynamic test
The software is developed for the vibration response to exciting force on defective piles in homogeneous soil.Using this software, the relationship between degree of defect and ratio of amplitude was studied, in which the influence of the characteristics of the soil around piles is taken into account.Finally, model pile test was done to verify the accuracy of quantitative analysis theory.
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