Evaluation method for multi-story buildings influenced by under-crossing metro tunnel
HENG Chao-yang1, 2, TENG Yan-jing1, 2, SUN Xi-yuan1, 2, ZHOU Zhi1, 2
1. Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013, China; 2. CABR Foundation Engineering Co., Ltd., Beijing 100013, China
Abstract：With the development of urban metro construction, there are more and more under-crossing metro tunnels completed under buildings in Beijing. However, the evaluation method for the upper buildings influenced by under-crossing metro tunnels is not mature. Based on the analysis of the measured settlement of the upper buildings, following conclusions are drawn: (1) The settlement of the upper buildings influenced by double tunnels can be calculated by the superimposed modified Peck equation; (2) Only appearance measurement, crack record and non-destructive detection are necessary for the evaluation of the upper buildings; (3) The additional incline for any local part of strip foundation must be in the control range, and the area with large additional incline value should be highlighted in monitoring; (4) The evaluation of a upper multi-story building can be finished after three steps: a) The completion drawings of the building are used to confirm; b) The appearance measurement, structural detection and original documents are stored for preserving the evidence; c) By reducing the existing deformation of building foundation from the total allowable value, the additional deformation during construction period is given.
衡朝阳, 滕延京, 孙曦源, 周智. 地铁隧道下穿单体多层建筑物评价方法[J]. 岩土工程学报, 2015, 37(zk2): 148-152.
HENG Chao-yang, TENG Yan-jing, SUN Xi-yuan, ZHOU Zhi. Evaluation method for multi-story buildings influenced by under-crossing metro tunnel. Chinese J. Geot. Eng., 2015, 37(zk2): 148-152.
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