Using numerical modeling method for design and constructive controlling of excavation wall in Madison Building, Ho Chi Minh city
- Authors: Ha Viet Nhu 1 *, Binh Van Duong 1, Tuan Anh Vo 2, Kien Tran Pham 3
Affiliations:
1 Faculty of Geosciences and Geoengineering, Hanoi University of Mining and Geology, Vietnam 2 Vietnam Southern Sub-Institute for Building and Technology, Vietnam 3 Center for Environmental Consultancy and Technique, Vietnam Environment Administration, Ministry of Natural Resources and Environment, Vietnam
- *Corresponding:This email address is being protected from spambots. You need JavaScript enabled to view it.
- Keywords: Excavation wall, Madison Building, Numerical model, Plaxis 2D.
- Received: 1st-Mar-2020
- Revised: 3rd-May-2020
- Accepted: 30th-June-2020
- Online: 28th-June-2020
- Section: Geology - Mineral
Abstract:
The basement of a high-rise building is the optimal space for technical systems and parking. However, the construction in narrow urban areas usually has many unstable hazards. In this study, a numerical model has been established and calibrated using the finite element method on Plaxis 2D software that allowed well control of the design and construction processes of the Madison Building basement. The model covers all structural elements and complex engineering geology conditions. Displacements of the excavation wall and surrounding ground base subsidence were analyzed corresponding to the constructive phases of three basements. The analysis results of the numerical model were consistent with the actual construction process that is useful for design and constructive controlling of the excavation wall.
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