Numerical Analysis of Top-Down Construction Method of High-Rise Buildings and its Effects on Substructures with their Corresponding Heights

Author:

Abualghethe Dhyaa A. H.1,Baogang Mu1

Affiliation:

1. School of Civil Engineering, Southeast University, Nanjing 210096, China

Abstract

<p>The Top-Down construction method has been used widely in urban areas, particularly in high-rise buildings with basements. This paper presents the Nanjing Jinmao Plaza II Tower in Nanjing-China as a case study, which consists of 68 floors with a height of 283.6 m and five basements with a depth of 27.5 m. A numerical finite element simulation in PLAXIS 3D was performed to analyze the construction of soil excavation and basement structure and their corresponding heights. The study concluded that the effect of adding floors to the superstructure had little effect on the underground excavation process. Likewise, the condition of column piles is in different stages of construction. In view of that, this paper has analyzed and summarized construction guidelines for the top-down construction method to ensure safety, optimize design, and provide recommendations for this promising construction technique.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference15 articles.

1. Fang, G.X. and Z.C. Jin. A study of the planning methods in the underground work of top-down construction in high-rise buildings. in Advanced Materials Research. 2014. Trans Tech Publ.

2. Comparison of excavation-induced wall deflection using top-down and bottom-up construction methods in Taipei silty clay

3. Moh, Z.-C. and C.-T. Chin. Braced excavation in soft ground-southeast Asia. in International Symposia on Underground Construction in Soft Ground, New Delhi. 1994.

4. Zhao, J., et al., Underground construction and ground movement. 2006.

5. The Load-sharing ratio of prebored and precast pile in top-down method construction process;Dohyun Kim;The Structural Design of Tall and Special Buildings

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