Evaluation of methods for analyzing early-age cracking risk in concrete walls of tunnel structures
Email:
thangtq@utc.edu.vn
Từ khóa:
early-age concrete, early-age cracking, temperature, shrinkage, tunnel walls
Tóm tắt
This paper is concentrated on investigating the modern methods to evaluate the probability of cracking in urban tunnel structures during construction. The study considers the current standard methods for assessing reinforced concrete walls of an urban tunnel, which experienced early-age cracking. The results obtained using guidelines were compared with actual observations of crack widths in the urban tunnel wall. Examples of using specifications in wall design were also described. The proper method is highlighted with suggestions for a possible path for considering early-age thermal and shrinkage effects in urban reinforced concrete tunnel wallsTài liệu tham khảo
[1]. B. Klemczak, A. Zmij, Reliability of standard methods for evaluating the early-age cracking risk of thermal-shrinkage origin in concrete walls, Construction and Building Materials, 226 (2019) 651-661. https://doi.org/10.1016/j.conbuildmat.2019.07.167
[2]. T. Do, H. Chen, G. Leon, T. Nguyen, A combined finite difference and finite element model for temperature and stress predictions of cast-in-place cap beam on precast columns, Construction and Building Materials, 217 (2019) 172-184. https://doi.org/10.1016/j.conbuildmat.2019.05.019
[3]. T. Do, A. Lawrence, M. Tia, M. Bergin, Importance of insulation at the bottom of mass concrete placed on soil with high groundwater, Transportation Research Record: Journal of the Transportation Research Board, 2342 (2013) 113-120. https://doi.org/10.3141/2342-14
[4]. T. Do, A. Lawrence, M. Tia, M. Bergin, Determination of required insulation for preventing early-age cracking in mass concrete footings, Transportation Research Record: Journal of the Transportation Research Board, 2441 (2014) 91-97. https://doi.org/10.3141/2441-12
[5]. T. A. Do, Influence of footing dimensions on early-age temperature development and cracking in concrete footings, Journal of Bridge Engineering, 20 (2015) 06014007. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000690
[6]. T. A. Do, T. T. Hoang, T. T. Bui, H. V. Hoang, T. D. Do, P. A. Nguyen, Evaluation of heat of hydration, temperature evolution and thermal cracking risk in high-strength concrete at early ages, Case Studies in Thermal Engineering, 21 (2020) 100658. https://doi.org/10.1016/j.csite.2020.100658
[7]. T. A. Do, A. M. Lawrence, M. Tia, M. J. Bergin, Effects of thermal conductivity of soil on temperature development and cracking in mass concrete footings, Journal of Testing and Evaluation, 43 (2015) 1078-1090. https://doi.org/10.1520/JTE20140026
[8]. M. Tia, A. Lawrence, T. A. Do, D. Verdugo, S. Han, M. Almarshoud, B. Ferrante, A. Markandeya, Maximum heat of mass concrete-phase 2, (2016). https://trid.trb.org/view/1437077
[9]. EN, B., 1-1: 1992 Eurocode 2: Design of concrete structures, in General rules and rules for buildings, 2008.
[10]. P. Bamforth, Early-age thermal crack control in concrete, Vol. 660. 2007: Ciria London.
[11]. Japan Concrete Institute, Guidelines for control of cracking of mass concrete 2016, 2017.
[12]. ACI 207. Report on Thermal and Volume Change Effects on Cracking of Mass Concrete, 2007. American Concrete Institute.
[13]. TCXDVN 305:2004, Mass concrete - Code of practice of construction and acceptance 2004.
[14]. EN, B., 3: 1992. Eurocode 2: Design of concrete structures-Part 3: Liquid retaining and containment structures, in British Standards Institute, 2008.
[15]. B. Klemczak, K. Flaga, A. Knoppik-Wrobel, Analytical model for evaluation of thermal-shrinkage strains and stresses in RC wall-on-slab structures, Archives of Civil and Mechanical Engineering, 17 (2017) 75-95. https://doi.org/10.1016/j.acme.2016.08.006
[16]. ACI, 231R–10 Report on Early-Age Cracking: Causes, Measurement and Mitigation, American Concrete Institute, 2010.
[17]. ACI, ACI 209.2 R-08: Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete, 2008.
[2]. T. Do, H. Chen, G. Leon, T. Nguyen, A combined finite difference and finite element model for temperature and stress predictions of cast-in-place cap beam on precast columns, Construction and Building Materials, 217 (2019) 172-184. https://doi.org/10.1016/j.conbuildmat.2019.05.019
[3]. T. Do, A. Lawrence, M. Tia, M. Bergin, Importance of insulation at the bottom of mass concrete placed on soil with high groundwater, Transportation Research Record: Journal of the Transportation Research Board, 2342 (2013) 113-120. https://doi.org/10.3141/2342-14
[4]. T. Do, A. Lawrence, M. Tia, M. Bergin, Determination of required insulation for preventing early-age cracking in mass concrete footings, Transportation Research Record: Journal of the Transportation Research Board, 2441 (2014) 91-97. https://doi.org/10.3141/2441-12
[5]. T. A. Do, Influence of footing dimensions on early-age temperature development and cracking in concrete footings, Journal of Bridge Engineering, 20 (2015) 06014007. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000690
[6]. T. A. Do, T. T. Hoang, T. T. Bui, H. V. Hoang, T. D. Do, P. A. Nguyen, Evaluation of heat of hydration, temperature evolution and thermal cracking risk in high-strength concrete at early ages, Case Studies in Thermal Engineering, 21 (2020) 100658. https://doi.org/10.1016/j.csite.2020.100658
[7]. T. A. Do, A. M. Lawrence, M. Tia, M. J. Bergin, Effects of thermal conductivity of soil on temperature development and cracking in mass concrete footings, Journal of Testing and Evaluation, 43 (2015) 1078-1090. https://doi.org/10.1520/JTE20140026
[8]. M. Tia, A. Lawrence, T. A. Do, D. Verdugo, S. Han, M. Almarshoud, B. Ferrante, A. Markandeya, Maximum heat of mass concrete-phase 2, (2016). https://trid.trb.org/view/1437077
[9]. EN, B., 1-1: 1992 Eurocode 2: Design of concrete structures, in General rules and rules for buildings, 2008.
[10]. P. Bamforth, Early-age thermal crack control in concrete, Vol. 660. 2007: Ciria London.
[11]. Japan Concrete Institute, Guidelines for control of cracking of mass concrete 2016, 2017.
[12]. ACI 207. Report on Thermal and Volume Change Effects on Cracking of Mass Concrete, 2007. American Concrete Institute.
[13]. TCXDVN 305:2004, Mass concrete - Code of practice of construction and acceptance 2004.
[14]. EN, B., 3: 1992. Eurocode 2: Design of concrete structures-Part 3: Liquid retaining and containment structures, in British Standards Institute, 2008.
[15]. B. Klemczak, K. Flaga, A. Knoppik-Wrobel, Analytical model for evaluation of thermal-shrinkage strains and stresses in RC wall-on-slab structures, Archives of Civil and Mechanical Engineering, 17 (2017) 75-95. https://doi.org/10.1016/j.acme.2016.08.006
[16]. ACI, 231R–10 Report on Early-Age Cracking: Causes, Measurement and Mitigation, American Concrete Institute, 2010.
[17]. ACI, ACI 209.2 R-08: Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete, 2008.
Tải xuống
Chưa có dữ liệu thống kê
Nhận bài
15/06/2020
Nhận bài sửa
11/09/2020
Chấp nhận đăng
14/09/2020
Xuất bản
30/09/2020
Chuyên mục
Công trình khoa học
Kiểu trích dẫn
Tu Anh, D., Luan Minh, H., Quang Thac, N., Tam Duc, T., & Thang Quoc, T. (8800). Evaluation of methods for analyzing early-age cracking risk in concrete walls of tunnel structures. Tạp Chí Khoa Học Giao Thông Vận Tải, 71(7), 746-759. https://doi.org/10.47869/tcsj.71.7.2
Số lần xem tóm tắt
279
Số lần xem bài báo
289
