3D Finite Element Model and Measurement Comparison for Roller Compaction Ιnduced Vibration: The Case Study of a Ring Road in Hanoi, Vietnam-Reference-Cited by-同舟云学术

3D Finite Element Model and Measurement Comparison for Roller Compaction Ιnduced Vibration: The Case Study of a Ring Road in Hanoi, Vietnam

Published:2023-08-09 Issue:4 Volume:13 Page:11338-11343
ISSN:1792-8036
Container-title:Engineering, Technology & Applied Science Research
language:
Short-container-title:Eng. Technol. Appl. Sci. Res.

Author:

Nguyen Ngoc Long,Nguyen Chau Lan^ORCID,Bui Tien Thanh^ORCID,Dang Lam Hong^ORCID

Abstract

Vietnam is currently constructing many transportation and infrastructure projects in urban areas. During the construction process of road foundations such as pile driving and vibratory compaction often causes vibrations that can affect nearby structures. Therefore, it is necessary to study the impact of vibrations induced by construction activities. A study was conducted to investigate the impact of roller compaction-induced vibration on the buildings and structures of Ring Road No.2 in Hanoi, Vietnam. The study also applied a 3D FEM method to evaluate the impact of vibration on surrounding structures. The results showed a good correlation between finite element calculations and field measurements.

Publisher

Engineering, Technology & Applied Science Research

Subject

General Medicine

Reference21 articles.

1. M. E. Bayraktar, Y. Kang, M. Svinkin, and F. Arif, "Evaluation of Vibration Limits and Mitigation Techniques for Urban Construction," Florida Department of Transportation, Tallahassee, FL, USA, FDOT Contract No.: BDK80 977-22, Oct. 2013.

2. S. Ouakka, O. Verlinden, and G. Kouroussis, "Railway ground vibration and mitigation measures: benchmarking of best practices," Railway Engineering Science, vol. 30, no. 1, pp. 1–22, Mar. 2022.

3. V. Leggieri, A. di Lernia, G. Elia, D. Raffaele, and G. Uva, "Vibrations Induced by Mechanical Rock Excavation on R.C. Buildings in an Urban Area," Buildings, vol. 11, no. 1, Jan. 2021, Art. no. 15.

4. F. Deckner, "Ground vibrations due to pile and sheet pile driving – influencing factors, predictions and measurements," Licentiate thesis, Royal Institute of Technology, Stockholm, Sweden, 2013.

5. B. Mazouz, T. Mansouri, M. Baazouzi, and K. Abbeche, "Assessing the Effect of Underground Void on Strip Footing Sitting on a Reinforced Sand Slope with Numerical Modeling," Engineering, Technology & Applied Science Research, vol. 12, no. 4, pp. 9005–9011, Aug. 2022.