Abstract:
Based on grey system theory and static test data of pile foundation, grey GM (1,1) prediction model is established to simulate the unknown part of P-S curve of pile foundation static test. After research on the engineering practice of Ouhai New Zone according to practical conditions of pile foundation static test in Wenzhou City, it is found that GM(1,1) model could effectively predict pile foundation settlement degree and has theoretical and practical significances on analysis of pile foundation bearing capacity.
XU Liang-huan,HOU Xue-xue. RESEARCH AND ENGINEERING APPLICATION OF SUPER-LARGE TONNAGE PILE FOUNDATION STATIC TEST[J]. Architecture Technology, 2013, 44(9): 801-803.