Abstract
To explore the response characteristics of soil under dynamic loads, cyclic impact tests with varying axial compressions and impact velocities were conducted using SHPB tests. The test results were analyzed to study the mechanical properties and energy dissipation characteristics due to impact loads. In terms of mechanical properties, for the same impact times, the peak stress of the specimen with axial compression was found to be greater than that without axial compression, but the final strain was lower than that without axial compression, indicating that axial compression affects the peak stress and final strain of the specimen. The dynamic stress strengthening of the specimen under cyclic impact loads has also been analyzed. In terms of energy dissipation, the effects of axial compression, impact velocity, and impact times on the ratios of dissipated energy, reflected energy, and transmitted energy to incident energy were compared, and it was found that the ratio of the dissipated energy did not exceed 24% under any condition. In terms of damage evolution, the damage variable gradually decreases with an increase in impact times. A critical value of the damage variable was determined, above which the transmittance continued to decrease, the reflectivity gradually increased, and the dissipation rate remained stable.
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References
Ali AF, Fattah MY, Ahmed BA (2018) Response of circular footing on dry dense sand to impact load with different embedment depths. Earthquakes and Structures 14:323–336, DOI: https://doi.org/10.12989/eas.2018.14.4.323
Alzabeebee S (2019) Seismic response and design of buried concrete pipes subjected to soil loads. Tunnelling and Underground Space Technology 93:103084. 103081–103084.103013, DOI: https://doi.org/10.1016/j.tust.2019.103084
Alzabeebee S (2020a) Application of EPR-MOGA in computing the liquefaction-induced settlement of a building subjected to seismic shake. Engineering with Computers 2020:1–12, DOI: https://doi.org/10.1007/s00366-020-01159-9
Alzabeebee S (2020b) Dynamic response and design of a skirted strip foundation subjected to vertical vibration. Geomechanics and Engineering 20:345–358, DOI: https://doi.org/10.12989/gae.2020.20.4.345
Alzabeebee S (2020c) Numerical analysis of the interference of two active machine foundations. Geotechnical Geological Engineering 38:5043–5059, DOI: https://doi.org/10.1007/s10706-020-01347-w
Alzabeebee S (2020d) Seismic settlement of a strip foundation resting on a dry sand. Natural Hazards 103:2395–2425, DOI: https://doi.org/10.1007/s11069-020-04090-w
Barr AD, Clarke SD, Petkovski M, Tyas A, Rigby SE, Warren JA, Kerr S (2016) Effects of strain rate and moisture content on the behaviour of sand under one-dimensional compression. Experimental Mechanics 56:1625–1639, DOI: https://doi.org/10.1007/s11340-016-0200-z
Chen YL, Wu HS, Pu H, Zhang K, Ju F, Wu Y Liu JF (2020) Investigations of damage characteristics in rock material subjected to the joint effect of cyclic loading and impact. Energies 13(9), DOI: https://doi.org/10.3390/en13092154
Dai F, Huang S, Xia K, Tan Z (2010) Some fundamental issues in dynamic compression and tension tests of rocks using split Hopkinson pressure bar. Rock Mechanics Rock Engineering 43:657–666, DOI: https://doi.org/10.1007/s00603-010-0091-8
Dimitriadi VE, Bouckovalas GD, Chaloulos YK, Aggelis AS (2018) Seismic liquefaction performance of strip foundations: Effect of ground improvement dimensions. Soil Dynamics and Earthquake Engineering 106:298–307, DOI: https://doi.org/10.1016/j.soildyn.2017.08.021
Dimitriadi VE, Bouckovalas GD, Papadimitriou AG (2017) Seismic performance of strip foundations on liquefiable soils with a permeable crust. Soil Dynamics and Earthquake Engineering 100:396–409, DOI: https://doi.org/10.1016/j.soildyn.2017.04.021
Fan SY, Song ZP, Zhang YW, Liu NF (2020) Case study of the effect of rainfall infiltration on a tunnel underlying the roadbed slope with weak inter-layer. KSCE Journal of Civil Engineering 24(5):1607–1619, DOI: https://doi.org/10.1007/s12205-020-1165-0
Friend PF, Williams BPJ, Ford M, Williams EA (2000) Kinematics and dynamics of old red sandstone basins. Geological Society 180:29–60, DOI: https://doi.org/10.1144/GSL.SP.2000.180.01.04
Ghosh P (2012) FLAC based numerical studies on dynamic interference of two nearby embedded machine foundations. Geotechnical and Geological Engineering 30:1161–1181, DOI: https://doi.org/10.1007/s10706-012-9530-5
Kumar MR, Ghosh P (2020) A novel vibration screening technique using bamboo: A numerical study. Journal of Natural Fibers 17: 258–270, DOI: https://doi.org/10.1080/15440478.2018.1480448
Liang WB, Zhao JH, Li Y, Zhai Y (2020) Research on the fractal characteristics and energy dissipation of basalt fiber reinforced concrete after exposure to elevated temperatures under impact loading. Materials 13(8), DOI:https://doi.org/10.3390/ma13081902
Liu J, Chen Z, Xu W, Chen G (2012) Experimental study of dynamic properties of compacted clay under different compaction degrees and water contents. Rock and Soil Mechanics 33:1631–1639, DOI: https://doi.org/10.16285/j.rsm.2012.06.017 (in Chinese)
Lv Y, Ng C, Wai W, Wang Y (2019) Evaluation of wave dissipation in sand under impact loading. Journal of Geotechnical Geoenvironmental Engineering 145:06019007, DOI: https://doi.org/10.1061/(asce)gt.1943-5606.0002104
Ma QY, Ma DD, Yuan P, Yao ZM (2018) Energy absorption characteristics of frozen soil based on SHPB test. Advances in Materials Science and Engineering 2018, DOI: https://doi.org/10.1155/2018/5378173
Martin B, Chen W, Song B, Akers SA (2009) Moisture effects on the high strain-rate behavior of sand. Mechanics of Materials 41:786–798, DOI: https://doi.org/10.1016/j.mechmat.2009.01.014
McClay Norton MG, Coney PJ, Davis GH (1986) Collapse of the Caledonian orogen and the Old Red Sandstone. Nature 323:147–149, DOI: https://doi.org/10.1038/323147a0
Minaev OP (2014) Development of dynamic methods for deep compaction of slightly cohesive bed soils. Soil Mechanics Foundation Engineering 50:251–254, DOI: https://doi.org/10.1007/s11204-014-9242-3
Nadi B, Tavasoli O, Esfeh PK, Kontoni D-PN (2020) Characteristics of spatial variability of shear wave velocity on seismic response of slopes. Arabian Journal of Geosciences 13, DOI: https://doi.org/10.1007/s12517-020-05797-7
Omidvar M, Iskander M, Bless S (2012) Stress-strain behavior of sand at high strain rates. International Journal of Impact Engineering 49: 192–213, DOI: https://doi.org/10.1016/j.ijimpeng.2012.03.004
Pampillon P, Santillan D, Mosquera JC, Cuetofelgueroso L (2018) Dynamic and quasi-dynamic modeling of injection-induced earthquakes in poroelastic media. Journal of Geophysical Research 123:5730–5759, DOI: https://doi.org/10.1029/2018JB015533
Semblat J, Luong MP, Gary G (1999) 3D-Hopkinson bar: New experiments for dynamic testing on soils. Soils Foundations 39:1–10, DOI: https://doi.org/10.3208/sandf.39.1
Song ZP, Cheng Y, Tian XX, Wang JB, Yang TT (2020) Mechanical properties of limestone from Maixi tunnel under hydro-mechanical coupling. Arabian Journal of Geosciences 13, DOI: https://doi.org/10.1007/s12517-020-05373-z
Song Z, Mao J, Tian X, Zhang Y, Wang J (2019) Optimization analysis of controlled blasting for passing through houses at close range in super-large section tunnels. Shock and Vibration 2019:1–16, DOI: https://doi.org/10.1155/2019/1941436
Tavasoli O, Ghazavi M (2018) Wave propagation and ground vibrations due to non-uniform cross-sections piles driving. Computers and Geotechnics 104:13–21, DOI: https://doi.org/10.1016/j.compgeo.2018.08.010
Tian X, Song Z, Wang J (2019) Study on the propagation law of tunnel blasting vibration in stratum and blasting vibration reduction technology. Soil Dynamics Earthquake Engineering 126:105813, DOI: https://doi.org/10.1016/j.soildyn.2019.105813
Wu K, Shao Z, Qin S, Li B (2020) Determination of deformation mechanism and countermeasures in silty clay tunnel. Journal of Performance of Constructed Facilities 34:04019095, DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0001381
Wu N, Zhu ZD, Zhang C, Luo ZH (2019) Dynamic behavior of rock joint under different impact loads. KSCE Journal of Civil Engineering 23(2):541–548, DOI: https://doi.org/10.1007/s12205-018-0799-7
Yang RS, Chen J, Yang LY, Fang SZ, Liu J (2017) An experimental study of high strain-rate properties of clay under high consolidation stress. Soil Dynamics and Earthquake Engineering 92:46–51, DOI: https://doi.org/10.1016/j.soildyn.2016.09.036
You YC, Li EB, Tan YH, Jiang XQ, Duan JL, Yang M (2017) Analysis on dynamic properties and failure characteristics of salt rock based on energy dissipation principle. Chinese Journal of Rock Mechanics & Engineering 36:843–851, DOI: https://doi.org/10.13722/j.cnki.jrme.2016.0503 (in Chinese)
Zhang C, Jiang G, Buzzi O, Su L (2019a) Full-scale model testing on the dynamic behaviour of weathered red mudstone subgrade under railway cyclic loading. Soils Foundations 59:296–315, DOI: https://doi.org/10.1016/j.sandf.2018.11.007
Zhang C, Jiang G, Su L, Liu W (2018) Dynamic behaviour of weathered red mudstone in Sichuan (China) under triaxial cyclic loading. Journal of Mountain Science 15:1789–1806, DOI: https://doi.org/10.1007/s11629-017-4756-6
Zhang X, Liu X, Kong L, Xu C (2019b) Experimental study on mechanical characteristics of granite residual soil under blast loading. Scientia Sinica Technologica 49:690–702, DOI: https://doi.org/10.1360/n092018-00319
Zhang HD, Zhu ZW, Song SC, Kang GZ, Ning JG (2013) Dynamic behavior of frozen soil under uniaxial strain and stress conditions. Applied Mathematics and Mechanics-English Edition 34:229–238, DOI: https://doi.org/10.1007/s10483-013-1665-x
Zou JF, Sheng YM, Xia ZQ (2017) Dynamic stress properties of dynamic compaction (DC) in a red-sandstone soil-rock mixture embankment. Environmental Earth Sciences 76, DOI: https://doi.org/10.1007/s12665-017-6743-1
Acknowledgments
The authors thank the Project Foundation of Department of Housing and Urban Rural Development of Shaanxi Province (2019-K39), Innovation Capability Support Plan of Shaanxi Province Innovation Team (2020TD-005). The Natural Science Foundation of Shaanxi Province (2019JQ-756).
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Wang, T., Song, Z., Yang, J. et al. A Study of the Dynamic Characteristics of Red Sandstone Residual Soils Based on SHPB Tests. KSCE J Civ Eng 25, 1705–1717 (2021). https://doi.org/10.1007/s12205-021-1469-8
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DOI: https://doi.org/10.1007/s12205-021-1469-8