Tang Junfeng, Tang Xuemei, Hu Xiangzhao. Prediction for the Bearing Capacity of Pile Foundation by the Grey Model with Different Time Steps[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 238-241.
Citation:
Tang Junfeng, Tang Xuemei, Hu Xiangzhao. Prediction for the Bearing Capacity of Pile Foundation by the Grey Model with Different Time Steps[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 238-241.
Tang Junfeng, Tang Xuemei, Hu Xiangzhao. Prediction for the Bearing Capacity of Pile Foundation by the Grey Model with Different Time Steps[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 238-241.
Citation:
Tang Junfeng, Tang Xuemei, Hu Xiangzhao. Prediction for the Bearing Capacity of Pile Foundation by the Grey Model with Different Time Steps[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 238-241.
According to the theory of grey system,the different time steps model of GM(1,1)in the pile foundation engineering is established,and a testing method of this model is provided.Through engineering practice and precision examination,it is shown that the calulated result gear very well with the tested result,and the model has a very high precision.