CALCULATION AND MONITORING ANALYSIS ON SETTLEMENT OF PILE-RAFT FOUNDATION
Zhang Hua1,Yan Yumin2,Feng Wanjing3,Ai Donghai1
(1Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences, Wuhan 430071 China) (2Wuhan Building Material Industry Design and Research Institute, Wuhan 430071 China) (Coal Design and Research Institute of Lanzhou, Lanzhou 730000 China)
Abstract:Three different methods are introduced to calculate foundation settlement. Then the settlement calculation is made on rammed enlarged bearing pile foundation by using the above methods,and is compared with the values obtained from static loading test on single pile and monitoring on building settlement. It is shown that the calculation value by using the regional regulation is closer to the real settlement value of pile top from static loading test on single pile.