Vibratory compaction properties of off-shore gravity quays rubble bed based on rigid blocks

References

• Barbosa-Carrillo, R. E. 1990. Discrete element models for granular materials and rock masses, 1–154. USA: University of Illinois at Urbana Champaign.
   Google Scholar
• Cundall, P. A., and O. D. L. Strack. 1980. “A Discrete Numerical Model for Granular Assemblies.” Géotechnique 30 (3): 331–336. https://doi.org/10.1680/geot.1979.29.1.47
   Google Scholar
• Gent, M. R. A. V., and I. M. V. D. Werf. 2014. “Rock Toe Stability of Rubble Mound Breakwaters.” Coastal Engineering 83 (1): 166–176. https://doi.org/10.1016/j.coastaleng.2013.10.012
   Google Scholar
• Hack, R., R. Azzam, and R. Charlier. 2004. “3D Terrestrial Laser Scanning as a New Field Measurement and Monitoring Technique.” Engineering Geology for Infrastructure Planning in Europe 1: 179–189. https://doi.org/10.1007/978-3-540-39918-6_22
   Google Scholar
• He, Y. Q., H. R. Li, F. Q. Chen, et al. 2017. “Densification Mechanism of Underwater Rubble-Mound Foundation by High-Frequency Vibratory Hammers.” Journal of Nanchang University (Engineering & Technology) 39 (4): 347–353 + 379. https://doi.org/10.13764/j.cnki.ncdg.2017.04.008
   Google Scholar
• Hong, X., Z. H. Zhang, X. H. Cui, and F. Jin. 2021. “Experimental Study and Discrete Element Analysis of Ballast Bed with Various Sand Content.” Construction and Building Materials 271 (2): 121869. 10.1016/j.conbuildmat.2020.121869
   Google Scholar
• Inoue, S., K. Kasama, M. Hirasawa, K. Zen, Z. Furukawa, and Y. Yahiro. 2015. “Calculation and Hydraulic Model Experiments for the Stable Weight of Rubble-Mound considering the Overflow and Seepage Flow.” Japanese Geotechnical Society Special Publication 1 (6): 58–62. https://doi.org/10.3208/jgssp.JPN-29
   Google Scholar
• Isa, M. A., and I. Lazoglu. 2017. “Design and Analysis of a 3D Laser Scanner.” Measurement 111: 122–133. https://doi.org/10.1016/j.measurement.2017.07.028
   Web of Science ®Google Scholar
• Jensen, B., E. D. Christensen, and B. M. Sumer. 2014. “Pressure-Induced Forces and Shear Stresses on Rubble Mound Breakwater Armour Layers in Regular Waves.” Coastal Engineering 91 (9): 60–75. https://doi.org/10.1016/j.coastaleng.2014.05.003
   Google Scholar
• Kudumula, S. R., and M. R. G. Mutukuru. 2013. “Experimental Studies on Low Crested Rubble Mound, Semicircular Breakwaters and Vertical Wall System.” The International Journal of Ocean and Climate Systems 4 (3): 213–226. https://doi.org/10.1260/1759-3131.4.3.213
   Google Scholar
• Liakas, S., C. O. Sullivan, and C. Saroglou. 2017. “Influence of Heterogeneity on Rock Strength and Stiffness Using DEM and the Parallel Bond Model.” Journal of Rock Mechanics and Geotechnical Engineering 9 (4): 575–584. https://doi.org/10.1016/j.jrmge.2017.02.003
   Web of Science ®Google Scholar
• Liu, L., J. Xin, C. Huan, Y.-j. Zhao, X. Fan, L.-j. Guo, and K.-I. Song. 2021. “Effect of Curing Time on the Mesoscopic Parameters of Cemented Paste Backfill Simulated Using the Particle Flow Code Technique.” International Journal of Minerals, Metallurgy and Materials 28 (4): 590–602. https://doi.org/10.1007/s12613-020-2007-2
   Web of Science ®Google Scholar
• Lu, S. J., J. S. Huang, B. Y. Liang, D. H. Yu, and R. B. Wang. 2017. “Numerical Experiments on Bearing Capacity of Rubble Bed in Bulkhead Wharf Based on particle-DEM.” Journal of China Three Gorges University (Natural Sciences) 39 (4): 0051–0055. https://doi.org/10.13393/j.cnki.issn.1672-948X.2017.04.011(In Chinese).
   Google Scholar
• Madabhushi, G., J. I. Boksmati, and S. G. Torres. 2020. “Numerical and Centrifuge Modeling of Gravity Wharf Structures Subjected to Seismic Loading.” Journal of Waterway, Port, Coastal, and Ocean Engineering 146 (4): 04020007. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000564
   Web of Science ®Google Scholar
• Montanari, M., N. Petrinic, and E. Barbieri. 2017. “Improving the GJK Algorithm for Faster and More Reliable Distance Queries between Convex Objects.” ACM Transactions on Graphics 36 (4): 1–17. https://doi.org/10.1145/3083724
   Google Scholar
• Nagula, S., N. Michael, G. Jürgen, K. Jens, and B. Thorsten. 2022. “Field Measurements and Numerical Analysis of Vibroflotation of Sand.” Géotechnique 72 (10): 882–898. https://doi.org/10/grdqkw
   Web of Science ®Google Scholar
• Nezami, G., Y. Hashash, D. Zhao, and J. Ghaboussi. 2006. “Shortest Link Method for Contact Detection in Discrete Element Method.” International Journal for Numerical and Analytical Methods in Geomechanics 30 (8): 783–801. https://doi.org/10.1002/nag.500
   Web of Science ®Google Scholar
• Petropoulos, N., M. Wimmer, D. Johansson, and E. Nordlund. 2018. “Compaction of Confining Materials in Pillar Blast Tests.” Rock Mechanics and Rock Engineering 51 (6): 1907–1919. https://doi.org/10.1007/s00603-018-1447-8
   Web of Science ®Google Scholar
• Potyondy, D. O., and P. A. Cundall. 2004. “A Bonded-Paticle Model for Rock.” International Journal of Rock Mechanics and Mining Sciences 41 (8): 1329–1364. https://doi.org/10.1016/j.ijrmms.2004.09.011
   Web of Science ®Google Scholar
• Puglia, V. B., L. E. Kosteski, J. D. Riera, and I. Iturrioz. 2019. “Random Field Generation of the Material Properties in the Lattice Discrete Element Method.” The Journal of Strain Analysis for Engineering Design 54 (4): 236–246. https://doi.org/10.1177/0309324719858849
   Web of Science ®Google Scholar
• Qin, C., and S. A. Bie. 2014. “Stress Distribution in Rubble Bed of Gravity Wharf.” Port and Waterway Engineering 3: 88–93. https://doi.org/10.16233/j.cnki.issn1002-4972.2014.03.015
   Google Scholar
• Shen, Z. J. 2003. “No Confusing Fiction with Reality-Analysis of Misunderstanding of Some Conception Geotechnical Engineering.” Chinese Journal of Geotechnical Engineering 1(6): 767–768 (In Chinese).
   Google Scholar
• Shi, C., and W. Y. Xu. 2015. Techniques and Practices for Numerical Simulation of Particle Flows. Beijing: China Architecture and Building Press.
   Google Scholar
• Shimosako, K., T. Tsuchida, S. Masuda, Y. Watabe, and A. Fujii. 2003. “Large Scale Hydraulic Model Experiments on the Failures of Rubble Mound Foundation of Composite Breakwaters.” Proceedings of Civil Engineering in the Ocean 19: 499–504. https://doi.org/10.2208/prooe.19.499
   Google Scholar
• Sumer, B. M., and J. Fredsoe. 2000. “Experimental Study of 2D Scour and Its Protection at a Rubble-Mound Breakwater.” Coastal Engineering 40 (1): 59–87. https://doi.org/10.1016/S0378-3839(00)00006-5
   Web of Science ®Google Scholar
• Sun, X. P. 2010. “Stability Analysis on the Gravity Quay When the Rubble-Bedding Was Erosion Damaged by Water Flow.” Rock and Soil Mechanics 31 (10): 3184–3190. https://doi.org/10.16285/j.rsm.2010.10.013(In Chinese).
   Google Scholar
• Tso, W. K., and C. M. Wong. 1989. “Steady State Rocking Response of Rigid Blocks Part 1: Analysis.” Earthquake Engineering & Structural Dynamics 18 (1): 89–106. https://doi.org/10.1002/eqe.4290180109
   Web of Science ®Google Scholar
• Tutumluer, E., Q. Yu, M. A. Youssef, J. G. Hashash, and D. D. David. 2013. “Discrete Element Modelling of Ballasted Track Deformation Behaviour.” International Journal of Rail Transportation 1 (1–2): 57–73. https://doi.org/10.1080/23248378.2013.788361
   Google Scholar
• Vanneste, D., and P. Troch. 2015. “2D Numerical Simulation of Large-Scale Physical Model Tests of Wave Interaction with a Rubble-Mound Breakwater.” Coastal Engineering 103 (9): 22–41. https://doi.org/10.1016/j.coastaleng.2015.05.008
   Google Scholar
• Wang, F., B. Y. Liang, C. H. Yin, X. J. Wang, and C. Shi. 2015. “Numerical Simulation Study on Vibration Compaction of Rubble Bed.” Science and Technology Engineering 15 (13): 175–179. (In Chinese).
   Google Scholar
• Wang, Y., X. Li, B. Zheng, B. Zhang, J. M. He, and S. D. Li. 2016. “Macro–Meso Failure Mechanism of Soil–Rock Mixture at Medium Strain Rates.” Géotechnique Letters 6 (1): 28–33. https://doi.org/10.1680/jgele.15.00118
   Web of Science ®Google Scholar
• Wersäll, C., N. Ingmar, and L. Stefan. 2020. “Roller Compaction of Rock-Fill with Automatic Frequency Control.” Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 173 (4): 339–347. https://doi.org/10/gh99xd
   Web of Science ®Google Scholar
• Xing, T., Q. Zuo, and Y. S. Yang. 2012. “Progresses of Research on Hydraulic Vibration Technology.” Zhongguo Jixie Gongcheng/China Mechanical Engineering 23 (3): 362–367. (In Chinese).
   Google Scholar
• Xu, W., J. Yang, and Z. Xu. 2017. “The Detection Algorithm of Irregular Dynamic Objects.” Multimedia Tools and Applications 76: 14599–14615. https://doi.org/10.1007/s11042-016-3810-7
   Web of Science ®Google Scholar
• Ye, F., X. C. Tong, G. X. Zhang, B. J. Zhang, and Y. L. Liu. 2011. “Experimental Research on Effective Reinforced Depth of Rubble Bed with Heavy Tamping Compaction.” Rock and Soil Mechanics 32 (4): 1008–1019. https://doi.org/10.16285/j.rsm.2011.04.026
   Google Scholar
• Yoo, K. S. 2011. “Settlement Behavior of Foundation Rubble-Mound by Vibro-Compaction.” Journal of the Korean Society of Civil Engineers C 31 (4): 127–136. https://doi.org/10.12652/Ksce.2011.31.4C.127
   Google Scholar
• Zanuttigh, B., and A. Lamberti. 2006. “Experimental Analysis and Numerical Simulations of Waves and Current Flows around Low-Crested Rubble-Mound Structures.” Journal of Waterway, Port, Coastal, and Ocean Engineering 132 (1): 10–27. https://doi.org/10.1061/(ASCE)0733-950X(2006)132:1(10)
   Web of Science ®Google Scholar
• Zhang, C. B., Z. Y. Deng, L. T. Gao, K. X. Liu, and Z. Y. Zhang. 2004. “Numerical Simulation of Vibration Compacting Process on Loose Media by Distinct Element Method.” Chinese Journal of Rock Mechanics and Engineering 23 (1): 95–100. (In Chinese).
   Google Scholar
• Zhang, Y., J. Shao, Z. Liu, C. Shi, and S. G. De. 2019. “Effects of Confining Pressure and Loading Path on Deformation and Strength of Cohesive Granular Materials: A Three-Dimensional Dem Analysis.” Acta Geotechnica 14 (2): 443–460. https://doi.org/10.1007/s11440-018-0671-4
   Web of Science ®Google Scholar