Study on Vibration Compaction Energy of Basement Material
Abstract
:1. Introduction
2. Materials and Methodology
2.1. Materials
2.2. Methodology
2.2.1. Indoor Vibration Compaction
2.2.2. Self-Energy of the Machinery ()
2.2.3. Transmitted Energy from Machinery to Compacted Material ()
3. Results and Discussion
3.1. Energy of Compaction Machine
3.2. Transmitted Energy from Machinery to Material ()
3.2.1. First Two Cycles
3.2.2. Five Normal Cycles
3.2.3. Whole Compaction Process
3.3. The Energy Stored by Compaction Materials
3.4. The Analysis on Three Kinds of Energy
4. Conclusions
- (1)
- In time order, compaction processes can be divided into three stages: the initial stage, the normal stage, and the stable stage. In compaction processes, the hysteresis curve of the three stages becomes more stable and dense, whereas the indenter-displacement speed becomes slow.
- (2)
- There are three kinds of energy in the vibration-compaction process: the mechanical energy itself (), the energy transmitted from the machinery to the compacted material (), and the energy stored by the compaction materials (), with energy values of 40 J, 2500 (2520) J, and 38 J, respectively.
- (3)
- In each compaction process, the energy transmitted from the machinery to the compacted material () is only 1–1.8 J.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
- Wu, H. Study on Compaction Mechanism and Construction Technology of Highway Cohesive Soil Subgrade Filling. Master’s Thesis, Fuzhou University, Fuzhou, China, 2020. [Google Scholar]
- Feng, R.; Wang, Y.; Xie, Y. Test on Vibrated Compaction Properties of Coarse-grained Soil. China J. Highw. Transp. 2007, 5, 19–23. [Google Scholar]
- Zhou, H.; Guo, Y.; Zhang, G. Study on relation between compaction energy and vibration compaction mechanical parameters. J. Shandong Jianzhu Univ. 2017, 32, 6. [Google Scholar]
- Gurtug, Y.; Sridharan, A. Compaction behaviour and prediction of its characteristics of fine grained soils with particular reference to compaction energy. Proc. Soc. Constr. Eng. 2004, 44, 27–36. [Google Scholar] [CrossRef] [Green Version]
- Hu, L. Study on Structural Types and Composition Design of Semi-Rigid Base Materials. Ph.D. Thesis, Chang’an University, Xi’an, China, 2004. [Google Scholar]
- An, Z.; Liu, T.; Zhang, Q.; Zhang, Z.; Huangfu, Z.; Li, Q. Vibration compaction process model for rockfill materials considering viscoelastic-plastic deformation. Autom. Constr. 2021, 131, 103889. [Google Scholar] [CrossRef]
- Bratu, P.; Dobrescu, C. Dynamic response of Zener-modelled linearly viscoelastic systems under harmonic excitation. Symmetry 2019, 11, 1050. [Google Scholar] [CrossRef] [Green Version]
- Paulmichl, I.; Furtmueller, T.; Adam, C.; Adam, D. Numerical simulation of the compaction effect and the dynamic response of an oscillation roller based on a hypoplastic soil model. Soil Dyn. Earthq. Eng. 2020, 132, 106057. [Google Scholar] [CrossRef]
- Wang, M.; Yu, Q.; Xiao, Y. Experimental investigation of macro- and meso-scale compaction characteristics of unbound permeable base materials. Chin. J. Rock Mech. Eng. 2022. network preprint. [Google Scholar]
- Wang, N. Numerical Simulation and Mechanical Analysis of High Filling Embankment Construction Method. Master’s Thesis, Chongqing Jiaotong University, Chongqing, China, 2019. [Google Scholar]
- Jia, J.; Yang, X.; Liu, H. Compaction Characteristics of Paver Tamper to Mixture Considering Shock Load. J. Southwest Jiaotong Univ. 2022. network preprint. [Google Scholar]
- Massarsch, K.R.; Fellenius, B.H. Evaluation of Vibratory Compaction by In Situ Tests. J. Geotech. Geoenviron. Eng. 2019, 145, 05019012. [Google Scholar] [CrossRef]
- Jiao, G.D.; Zhao, S.P.; Ma, W.; Kong, X.B. Evolution laws of hysteresis loops of frozen soil under cyclic loading. Chin. J. Geotech. Eng. 2013, 35, 1343–1349. [Google Scholar]
- Aloisio, A.; Alaggio, R.; Köhler, J.; Fragiacomo, M. Extension of Generalized Bouc-Wen Hysteresis Modeling of Wood Joints and Structural Systems. J. Eng. Mech. 2020, 146, 04020001. [Google Scholar] [CrossRef]
- Triantafyllidis, T.; Kimmig, I. A simplified model for vibro compaction of granular soils. Soil Dyn. Earthq. Eng. 2019, 122, 261–273. [Google Scholar] [CrossRef]
- Cao, Z. Road Engineering Properties of Metamorphic Soft Rock used as Embankment Fillng in Qin-Ba MountainAreas and Vibration Compaction Technology Research. Ph.D. Thesis, Chang’an University, Xi’an, China, 2013. (In Chinese). [Google Scholar]
- Liu, D.; Li, Z.; Liu, J. Experimental study on real-time control of roller compacted concrete dam compaction quality using unit compaction energy indices. Constr. Build. Mater. 2015, 96, 567–575. [Google Scholar] [CrossRef]
- Ye, Y.; Cai, D.; Zhu, H.; Wei, S.; Yang, W.; Gen, L. Research on the continuous inspection and control index of new high speed railway subgrade compaction based on vibration energy. Tiedao Xuebao/J. China Railw. Soc. 2020, 42, 127–132. (In Chinese) [Google Scholar]
- Yang, C.; Zhang, L.; Su, K. Research on dynamic response of railway subgrade filling material under vibration compaction based on VMD-Hilbert transform. Yanshilixue Yu Gongcheng Xuebao/Chin. J. Rock Mech. Eng. 2022, 41, 2991–3001. [Google Scholar]
- Susante, P.V.; Mooney, M.A. Capturing nonlinear vibratory roller compactor behavior through lumped parameter modeling. J. Eng. Mech. 2008, 134, 684–693. [Google Scholar] [CrossRef] [Green Version]
- Javier, G.C.; Daniel, G.V.; Jaime, D. Nonlinear modelling and simulation of vibrocompaction processes. Int. J. Non-Linear Mech. 2018, 102, 101–111. [Google Scholar]
- Imran, S.A.; Barman, M.; Nazari, M.; Commuri, S.; Zaman, M.; Singh, D. Continuous monitoring of subgrade stiffness during compaction. Transp. Res. Procedia 2016, 17, 617–625. [Google Scholar] [CrossRef]
- Wang, L. Evaluation of vibratory compaction capacity and compactability of road base materials. J. Tongji Univ. (Nat. Sci. Ed.) 2013, 41, 203–207. [Google Scholar]
- Pan, L. Study on Quality Control of Cement Stabilized Macadam Base under Vertical Vibration Compaction. Master’s Thesis, Hebei University, Baoding, China, 2021. [Google Scholar]
- Su, G. Study on Vibration Forming Test and Application of Cement Stabilized Macadam. Master’s Thesis, South China University of Technology, Guangzhou, China, 2018. [Google Scholar]
- Kloubert, H.J.; Americas, B. Intelligent Soil and Asphalt Compaction Technology. In Proceedings of the 85th TRB Annual Meeting, Washington, DC, USA, 22–26 January 2006; pp. 1–10. [Google Scholar]
- Massarsch, K.R. Effects of Vibratory Compaction. TransVib 2002. International Conference on Vibratory Pile Driving and Deep Soil Compaction. Louvain-la-Neuve. Keynote Lecture. 2002, pp. 33–42. Available online: https://www.researchgate.net/publication/292792536_Effects_of_vibratory_compaction; https://www.researchgate.net/publication/292792536 (accessed on 7 September 2022).
Index | Residue (%) (80 μm) | Initial Setting Time | Final Setting Time | 3D Strength (MPa) | |
---|---|---|---|---|---|
Compression | Flexural | ||||
cement | 7.1 | 3 h 12 min | 6 h 53 min | 20.2 | 4.7 |
Working Conditions | 1 | 2 | 3 | 4 | 5 | 6 |
---|---|---|---|---|---|---|
Up counter Weight number | 1 | 1 | 1 | 1 | 1 | 1 |
Up counter Weight number | 3 | 3 | 3 | 3 | 3 | 3 |
Eccentric block angle/° | 0 | 30 | 60 | 90 | 120 | 150 |
Frequency/(Hz) | 28 | 28 | 28 | 28 | 28 | 28 |
Excitation force/N | 6862.144 | 6630.955 | 5956.738 | 4888.691 | 3509.757 | 1959.144 |
Static eccentricity/(N×m) | 0.22171 | 0.21424 | 0.19246 | 0.15795 | 0.11340 | 0.06330 |
/° | 409.117 | 399.315 | 373.8859 | 335.3064 | 274.3382 | 124.2212 |
/° | 423.364 | 414.069 | 390.355 | 355.515 | 303.099 | 183.761 |
V/(m/s) | 0.46614 | 0.50815 | 0.57405 | 0.55873 | 0.38054 | 0.03919 |
E/J | 22.429 | 27.63458 | 36.857 | 34.665 | 14.676 | 2.6043 |
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Zhou, H.; Guo, Y.; Xu, Q.; Zhang, G.; Wang, Z. Study on Vibration Compaction Energy of Basement Material. Coatings 2022, 12, 1495. https://doi.org/10.3390/coatings12101495
Zhou H, Guo Y, Xu Q, Zhang G, Wang Z. Study on Vibration Compaction Energy of Basement Material. Coatings. 2022; 12(10):1495. https://doi.org/10.3390/coatings12101495
Chicago/Turabian StyleZhou, Hao, Yongjian Guo, Qiang Xu, Guixia Zhang, and Zhen Wang. 2022. "Study on Vibration Compaction Energy of Basement Material" Coatings 12, no. 10: 1495. https://doi.org/10.3390/coatings12101495