Design and analysis of monitoring scheme for raft foundation of super high-rise building

DOI

10.2991/978-94-6463-435-8_39How to use a DOI?

Keywords

Super high-rise building; Raft Foundation; Foundation settlement; Monitoring scheme

Abstract

Differential settlement of raft foundation for super high-rise buildings easily leads to adverse effects such as concrete cracking, deformation of pre-buried pipelines, and tilting of the building, but the current settlement theory and analysis methods are still difficult to simulate the change rule of actual foundation settlement. In this paper, in order to better consider the interaction effect of foundation soil, raft foundation and superstructure, a raft foundation monitoring scheme is established according to a super high-rise building project, and direct observation of on-site soil pressure, pore water pressure, internal force of the raft reinforcement and settlement of the raft is carried out. The monitoring data indicates that the soil pressure can show the stress unevenness of the foundation soil. The internal force of the raft reinforcement is closely related to the vertical load of superstructure, and has an exponential function relationship with the size of the settlement. The soil pressure, pore water pressure, and reinforcement stress can be measured by the automatic monitoring system in the whole process of the construction to ensure that there is no large force variation in the construction process. The settlement difference of raft foundation for the super high-rise structure in this paper is mainly affected by the early concrete creep, and its own gravity is the second influence factor.

Copyright

© 2024 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Fanliang Zeng
AU  - Shengfang Qiao
AU  - Jianfeng Li
AU  - Jingqiang Hou
AU  - Lei An
AU  - Yaping Deng
AU  - Tai Yu
PY  - 2024
DA  - 2024/06/13
TI  - Design and analysis of monitoring scheme for raft foundation of super high-rise building
BT  - Proceedings of the 2024 5th International Conference on Civil, Architecture and Disaster Prevention and Control (CADPC 2024)
PB  - Atlantis Press
SP  - 361
EP  - 373
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-435-8_39
DO  - 10.2991/978-94-6463-435-8_39
ID  - Zeng2024
ER  -