Evaluation method for multi-story buildings influenced by under-crossing metro tunnel

被引:0
|
作者
Heng, Chao-Yang [1 ,2 ]
Teng, Yan-Jing [1 ,2 ]
Sun, Xi-Yuan [1 ,2 ]
Zhou, Zhi [1 ,2 ]
机构
[1] Institute of Foundation Engineering, China Academy of Building Research, Beijing,100013, China
[2] CABR Foundation Engineering Co., Ltd., Beijing,100013, China
关键词
Deformation during construction - Evaluation method - Existing deformation of buildings - Metro construction - Metro tunnel - Multistory building - Nondestructive detection - Structural detections;
D O I
10.11779/CJGE2015S2029
中图分类号
学科分类号
摘要
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. ©, 2015, Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering. All right reserved.
引用
收藏
页码:148 / 152
相关论文
共 50 条
  • [31] Estimation of earthquake induced story hysteretic energy of multi-Story buildings
    Wang, Feng
    Zhang, Ning
    Huang, Zhiyu
    EARTHQUAKES AND STRUCTURES, 2016, 11 (01) : 165 - 178
  • [32] Unsymmetricity effects on seismic performance of multi-story buildings
    Pandian, Antony Vimal Paul
    Arunachalam, Krishna Prakash
    Bahrami, Alireza
    Romero, Lenin Miguel Bendezu
    Avudaiappan, Siva
    Awoyera, Paul O.
    DISCOVER APPLIED SCIENCES, 2024, 6 (09)
  • [34] Distribution of heating costs in multi-story apartment buildings
    Rose, Jorgen
    Kragh, Jesper
    11TH NORDIC SYMPOSIUM ON BUILDING PHYSICS (NSB2017), 2017, 132 : 1012 - 1017
  • [35] Seismic performance of multi-story modular box buildings
    Feng, Ruoqiang
    Shen, Liu
    Yun, Qiu
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 168 (168)
  • [36] Hurricane vulnerability of multi-story residential buildings in Florida
    Pita, G. L.
    Pinelli, J. -P.
    Subramanian, C. S.
    Gurley, K.
    Hamid, S.
    SAFETY, RELIABILITY AND RISK ANALYSIS: THEORY, METHODS AND APPLICATIONS, VOLS 1-4, 2009, : 2453 - +
  • [37] New directions in seismic monitoring of multi-story buildings
    Safak, E
    STRUCTURAL HEALT H MONITORING: CURRENT STATUS AND PERSPECTIVES, 1997, : 418 - 429
  • [38] Forces calculation of bottom frames of multi-story masonry buildings under horizontal loads
    Zheng, Wenzhong
    Yan, Kai
    Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition), 2011, 39 (04): : 119 - 123
  • [39] RSSI Evaluation for Multi-story Building
    Dama, Y. A. S.
    Masri, Ahmed
    Ghannam, Hidaya
    Shuaieb, W.
    Alhassan, H.
    Obeidat, H. A.
    Abd-Alhameed, R. A.
    2015 INTERNET TECHNOLOGIES AND APPLICATIONS (ITA) PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE (ITA 15), 2015, : 414 - 416
  • [40] A new method for predicting ground settlement caused by twin-tunneling under-crossing an existing tunnel
    Hongpeng Lai
    Xin Zhao
    Zuo Kang
    Rui Chen
    Environmental Earth Sciences, 2017, 76