The additional stress of layered foundation caused by aircraft load and its #br#
influence scope on the underpass tunnel
Wang Zhixin1 Wang Bo2 Li Hao1 Fu Yanbin2,3 Wen Junsheng2
1. China Railway 16th Bureau Group Beijing Metro Engineering Construction Co. ,Ltd. , Beijing 101100,China;
2. College of civil and Transportation Engineering, Shenzhen University,Shenzhen 518060,China;
3. Key Laboratory of Coastal Urban Resilient Infrastructures (MOE),Shenzhen University,Shenzhen 518060,China
At present, there are few cases of Underpass tunnel engineering at home and abroad, and there is a lack of relevant design theory for undercrossing airport airfield. In view of this, based on the project of Shenzhen Bao′an International Airport under which is the shield tunnel of SHZ-9 bid of Guangzhou-Shenzhen inter-city railway, based on the Boussinesq solution and elastic layered theory, the additional stress formula of soil at any depth under aircraft load is derived; based on the derived formula, the law of additional stress value generated by three aircraft loads, Airbus A380, Boeing B-747 and B-777, is analyzed by Matlab, and the position of the maximum vertical stress acting point of three large aircraft is determined; by analyzing the change law at the maximum additional stress point of the three types of large aircrafts in different directions, it is obtained the calculation formulas of the influence range of three large aircraft loads on the shield tunnel in the flight zone at different depth, which has important engineering guiding significance.
王志新 王波 李昊 付艳斌 温俊昇. 飞机荷载引起的层状地基附加应力及对下穿#br#
隧道的影响范围研究[J]. 土木工程学报, 2020, 53(S1): 258-264, 271.
Wang Zhixin Wang Bo Li Hao Fu Yanbin Wen Junsheng. The additional stress of layered foundation caused by aircraft load and its #br#
influence scope on the underpass tunnel. 土木工程学报, 2020, 53(S1): 258-264, 271.