Case Studies
Jul 15, 2022

Case Study of Field Application of Prefabricated Anchoring Frame Beam Structure in Slope Supporting Projects

Publication: Journal of Construction Engineering and Management
Volume 148, Issue 9

Abstract

The method of onsite pouring is mostly adopted in current construction of traditional frame beam (TFB) structures, bringing adverse effects like poor supporting timeliness, low concrete quality, hard-coordinated deformation, complex working procedure, high construction risks, and so on. In order to solve these problems existing in the structure and construction of TFB, a new type of prefabricated frame beam (PFB) structure was given a brief introduction of its design and feasibility. Based on a slope supporting project in Guizhou Province, China, main points and techniques in the construction of PFB structure were summarized. Differences as well as pros and cons in the process of onsite construction of two kinds of supporting structure were discussed and analyzed. Results and monitoring data showed that the PFB structure has advantages over TFB structures in terms of the construction period, personnel and machinery, safety management, economic costs, CO2 emissions, supporting effects, and so on. The feasibility and stability of PFB structures in high slope supporting projects were verified, which lays a foundation for the popularization and application of prefabricated structures in similar slope supporting projects.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request (statistics of construction period, personnel and machinery, calculations of CO2 emissions, and original monitoring data).

Acknowledgments

This work was financially supported by the National Natural Science Foundation of China (52025085, 51927814, 51878078, and 51908070), the Science and Technology Innovation Program of Hunan Province (2020RC4048), the Science and Technology R&D Project (2021-ZJKJ-QNCX17) from China Communications Construction Co., Ltd., and the Open Fund of Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road and Traffic Safety of Ministry of Education (Changsha University of Science and Technology) (kfj210402).

References

Apipattanavis, S., K. Sabol, K. R. Molenaar, B. Rajagopalan, Y. Xi, B. Blackard, and S. Patil. 2010. “Integrated framework for quantifying and predicting weather-related highway construction delays.” J. Constr. Eng. Manage. 136 (11): 1160–1168. https://doi.org/10.1061/(ASCE)CO.1943-7862.0000199.
Bahrami, S., M. Madhkhan, F. Shirmohammadi, and N. Nazemi. 2017. “Behavior of two new moment resisting precast beam to column connections subjected to lateral loading.” Eng. Struct. 132 (Feb): 808–821. https://doi.org/10.1016/j.engstruct.2016.11.060.
Chen, R. F., Y. Tan, B. L. Zhang, W. G. Shen, G. L. Liu, and Z. W. Wang. 2018. “Installation of integral prefabricated bridge abutment and pier with flexible water stop curtain.” J. Constr. Eng. Manage. 144 (9): 04018087. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001544.
Chinese Standard. 2015. Specifications for design of highway subgrades. JTG D30-2015. Beijing: China Ministry of Transportation.
Collin, J. G., T. D. Stark, A. Lucarelli, T. P. Taylor, and R. R. Berg. 2021. “Stability and stress-deformation analyses of reinforced slope failure at Yeager Airport.” J. Geotech. Geoenviron. Eng. 147 (3): 04020179. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002454.
Deng, K., D. Zheng, C. Yang, and T. Xu. 2019. “Experimental and analytical study of fully prefabricated damage-tolerant beam to column connection for earthquake-resilient frame.” J. Struct. Eng. 145 (3): 04018264. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002270.
Gao, Y. X. 2012 “Assessment methodology and empirical analysis of embodied carbon footprint of building construction.” [In Chinese.] Master’s thesis, Dept. of Civil Engineering, Tsinghua Univ.
Hu, Y., J. H. Zhao, D. F. Zhang, and C. Chen. 2019. “Experimental seismic performance of CFDST- steel beam frames with different construction details.” J. Constr. Steel Res. 162 (Nov): 105736. https://doi.org/10.1016/j.jcsr.2019.105736.
Inui, T., C. Chau, K. Soga, D. Nicolson, and N. O’Riordan. 2011. “Embodied energy and gas emission of retaining wall structures.” J. Geotech. Geoenviron. Eng. 137 (10): 958–967. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000507.
Kumbasaroglu, A. 2020. “Effect of anchor bars on seismic behavior of infilled walled frames.” KSCE J. Civ. Eng. 24 (10): 2980–2992. https://doi.org/10.1007/s12205-020-1979-9.
Li, Q. B., J. F. Guan, Z. M. Wu, W. Dong, and S. W. Zhou. 2016. “Equivalent maturity for ambient temperature effect on fracture parameters of site-casting dam concrete.” Constr. Build. Mater. 120 (Sep): 293–308. https://doi.org/10.1016/j.conbuildmat.2016.05.111.
Li, X. J., and Y. D. Zheng. 2020. “Using LCA to research carbon footprint for precast concrete piles during the building construction stage: A China study.” J. Clean. Prod. 245 (Feb): 118754. https://doi.org/10.1016/j.jclepro.2019.118754.
Li, Y. K., Y. Hu, B. Xia, M. Skitmore, and H. Li. 2018. “Proactive behavior-based system for controlling safety risks in urban highway construction megaprojects.” Autom. Constr. 95 (Nov): 118–128. https://doi.org/10.1016/j.autcon.2018.07.021.
Liao, P. C., G. P. Lei, D. P. Fang, and W. Liu. 2014. “The relationship between communication and construction safety climate in China.” KSCE J. Civ. Eng. 18 (4): 887–897. https://doi.org/10.1007/s12205-014-0492-4.
Lin, C. N., T. C. Li, L. H. Zhao, Z. Zhang, C. Lin, X. P. Liu, and Z. W. Niu. 2020. “Reinforcement effects and safety monitoring index for high steep slopes: A case study in China.” Eng. Geol. 279 (Dec): 105861. https://doi.org/10.1016/j.enggeo.2020.105861.
Lin, D. M., P. Chen, J. L. Ma, Y. Zhao, T. Xie, R. M. Yuan, and L. Li. 2019. “Assessment of slope construction risk uncertainty based on index importance ranking.” Bull. Eng. Geol. Environ. 78 (6): 4217–4228. https://doi.org/10.1007/s10064-018-1387-2.
Lin, Y. L., Y. X. Li, G. L. Yang, and Y. Li. 2017. “Experimental and numerical study on the seismic behavior of anchoring frame beam supporting soil slope on rock mass.” Soil Dyn. Earthquakr Eng. 98 (Jul): 12–23. https://doi.org/10.1016/j.soildyn.2017.04.008.
Ma, G., H. Li, and J. Wang. 2013. “Experimental study of the seismic behavior of an earthquake-damaged reinforced concrete frame structure retrofitted with basalt fiber-reinforced polymer.” J. Compos. Constr. 17 (6): 04013002. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000413.
Ma, H., H. Zhang, and P. Chang. 2020. “4D-based workspace conflict detection in prefabricated building constructions.” J. Constr. Eng. Manage. 146 (9): 04020112. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001883.
Parra-Montesinos, G. J., P. Dasgupta, and S. C. Goel. 2005. “Development of connections between hybrid steel truss–FRC beams and RC columns for precast earthquake-resistant framed construction.” Eng. Struct. 27 (13): 1931–1941. https://doi.org/10.1016/j.engstruct.2005.06.017.
Rao, Y. Z., X. Y. Zhang, J. Li, X. Z. Li, and D. Wang. 2017. “Relationship between slope safety factor and landslide probability.” [In Chinese.] J. Yangtze River Sci. Res. Inst. 34 (5): 63–67. https://doi.org/10.11988/ckyyb.20160186.
Samani, P., J. Gregory, V. Leal, A. Mendes, and N. Correia. 2018. “Lifecycle cost analysis of prefabricated composite and masonry buildings: Comparative study.” J. Archit. Eng. 24 (1): 05017012. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000288.
Sanni-Anibire, M. O., A. S. Mahmoud, M. A. Hassanain, and B. A. Salami. 2020. “A risk assessment approach for enhancing construction safety performance.” Saf. Sci. 121 (Jan): 15–29. https://doi.org/10.1016/j.ssci.2019.08.044.
Shi, K. Y., X. P. Wu, Z. Liu, and S. L. Dai. 2019. “Coupled calculation model for anchoring force loss in a slope reinforced by a frame beam and anchor cables.” Eng. Geol. 260 (Oct): 105245. https://doi.org/10.1016/j.enggeo.2019.105245.
Shillaber, C. M., J. K. Mitchell, and J. E. Dove. 2016. “Energy and carbon assessment of ground improvement works. II: Working model and example.” J. Geotech. Geoenviron. Eng. 142 (3): 04015084.1–04015084.11. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001411.
Yan, Q., X. D. Lian, and J. M. Ling. 2020. “Time series finite element analysis of support of slope excavation.” [In Chinese.] J. Traffic Transp. Eng. 20 (3): 61–71. https://doi.org/10.19818/j.cnki.1671-1637.2020.03.005.
Yang, G. H., Z. H. Zhong, Y. C. Zhang, and X. D. Fu. 2015. “Optimal design of anchor cables for slope reinforcement based on stress and displacement fields.” J. Rock Mech. Geotech. Eng. 7 (4): 411–420. https://doi.org/10.1016/j.jrmge.2015.04.004.
Yang, X. R., and F. Lin. 2021. “Prefabrication technology for underground metro station structure.” Tunnelling Underground Space Technol. 108 (Feb): 103717. https://doi.org/10.1016/j.tust.2020.103717.
Yao, Y. S., J. J. Ni, and J. Li. 2020. “Stress-dependent water retention of granite residual soil and its implications for ground settlement.” Comput. Geotech. 129 (Jan): 103835. https://doi.org/10.1016/j.compgeo.2020.103835.
Ye, S. H., G. W. Fang, and Y. P. Zhu. 2019. “Model establishment and response analysis of slope reinforced by frame with prestressed anchors under seismic considering the prestress.” Soil Dyn. Earthquake Eng. 122 (Jul): 228–234. https://doi.org/10.1016/j.soildyn.2019.03.034.
Yu, N., C. Chen, K. Mahkamov, F. T. Han, C. Zhao, J. Lin, L. X. Jiang, and Y. R. Li. 2020. “Selection of a phase change material and its thickness for application in walls of buildings for solar-assisted steam curing of precast concrete.” Renewable Energy 150 (May): 808–820. https://doi.org/10.1016/j.renene.2019.12.130.
Zhang, J., H. Qu, Y. Liao, and Y. Ma. 2012. “Seismic damage of earth structures of road engineering in the 2008 Wenchuan earthquake.” Environ. Earth Sci. 65 (4): 987–993. https://doi.org/10.1007/s12665-011-1519-5.
Zhang, J. H., L. Ding, F. Li, and J. H. Peng. 2020a. “Recycled aggregates from construction and demolition wastes as alternative filling materials for highway Subgrades in China.” J. Clean. Prod. 255 (May): 120223. https://doi.org/10.1016/j.jclepro.2020.120223.
Zhang, J. H., F. Li, L. Zeng, J. H. Peng, and J. Li. 2020b. “Numerical simulation of the moisture migration of unsaturated clay embankments in southern China considering stress state.” Bull. Eng. Geol. Environ. 80 (1): 11–24. https://doi.org/10.1007/s10064-020-01916-6.
Zhang, J. H., J. H. Peng, A. S. Zhang, and J. Li. 2020c. “Prediction of permanent deformation for subgrade soils under traffic loading in Southern China.” Int. J. Pavement Eng. 21 (3): 1–10. https://doi.org/10.1080/10298436.2020.1765244.
Zhang, S. P., R. Y. S. Pak, and J. H. Zhang. 2021. “Three-dimensional frequency-domain Green’s functions of a finite fluid-saturated soil layer underlain by rigid bedrock to interior loadings.” Int. J. Geomech. 22 (1): 04021267. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002235.
Zhang, S. P., Z. Xu, and C. Deng. 2022. “Vertical frequency-domain compliance of an elastic pipe pile embedded in a liquid-filled and porous-viscoelastic soil.” Int. J. Numer. Anal. Methods 46 (7): 1306–1330. https://doi.org/10.1002/nag.3347.
Zhang, Y. Y., Z. Lei, S. H. Han, A. Bouferguene, and M. Al-Hussein. 2020d. “Process-oriented framework to improve modular and offsite construction manufacturing performance.” J. Constr. Eng. Manage. 146 (9): 04020116. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001909.
Zheng, Y., C. X. Chen, T. T. Liu, and Z. H. Ren. 2021. “A new method of assessing the stability of anti-dip bedding rock slopes subjected to earthquake.” Bull. Eng. Geol. Environ. 80 (5): 3693–3710. https://doi.org/10.1007/s10064-021-02188-4.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 148Issue 9September 2022

History

Received: Oct 20, 2021
Accepted: May 4, 2022
Published online: Jul 15, 2022
Published in print: Sep 1, 2022
Discussion open until: Dec 15, 2022

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Junhui Zhang [email protected]
Professor, National Engineering Research Center of Highway Maintenance Technology, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]
Qinwei Zhou [email protected]
Master’s Candidate, National Engineering Research Center of Highway Maintenance Technology, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]
Assistant Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, China; Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road and Traffic Safety of Ministry of Education, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author). Email: [email protected]
Shiping Zhang [email protected]
Assistant Professor, National Engineering Research Center of Highway Maintenance Technology, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]

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  • Study on erosion and stability of the ecological slope, Frontiers in Earth Science, 10.3389/feart.2022.1071231, 10, (2023).

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