Otwarty dostęp

Modernized Resonant Column and Torsional Shearing Apparatus With Multipoint Contactless Displacement Detection System


Zacytuj

Anestis, S., & Surendra, K. (1990). The modified “stiffened” Drnevich resonant column apparatus. Soils and Foundations, 30(3), pp. 53–68. AnestisS. SurendraK. 1990 The modified “stiffened” Drnevich resonant column apparatus Soils and Foundations 30 3 53 68 Search in Google Scholar

ASTM Standard. (2000). Standard Test Methods for Modulus and Damping of Soils by the Resonant-Column Method (ASTM D4015-92(2000)). doi:10.1520/D4015-92R00 ASTM Standard 2000 Standard Test Methods for Modulus and Damping of Soils by the Resonant-Column Method (ASTM D4015-92(2000)) 10.1520/D4015-92R00 Open DOISearch in Google Scholar

Bae, Y.-S., & Bay, J. (2009). Modifications of resonant column and torsional shear device for the large strain. Computers and Geotechnics, 36(6), pp. 944–952. doi:10.1016/j.compgeo.2009.02.004 BaeY.-S. BayJ. 2009 Modifications of resonant column and torsional shear device for the large strain Computers and Geotechnics 36 6 944 952 10.1016/j.compgeo.2009.02.004 Open DOISearch in Google Scholar

Bui, M. T., Priest, J. A., & Clayton, C. (2019). A New Calibration Technique to Improve Data Reduction for Stokoe Resonant Column Test: Energy and Geotechnics. Proceedings of the 1st Vietnam Symposium on Advances in Offshore Engineering, (pp. 43–48). doi:10.1007/978-981-13-2306-5_3 BuiM. T. PriestJ. A. ClaytonC. 2019 A New Calibration Technique to Improve Data Reduction for Stokoe Resonant Column Test: Energy and Geotechnics Proceedings of the 1st Vietnam Symposium on Advances in Offshore Engineering 43 48 10.1007/978-981-13-2306-5_3 Open DOISearch in Google Scholar

Bujko, M. (2021). Identification and description of elastoplastic deformation of soil in the range of small strain. [Doctoral dissertation, Bialystok University of Technology]. BujkoM. 2021 Identification and description of elastoplastic deformation of soil in the range of small strain Doctoral dissertation, Bialystok University of Technology Search in Google Scholar

Bujko, M., Srokosz, P. E., & Dyka, I. (2017). Use of Optical Method for Improvement of Soil Dynamic Tests in Torsional Shear Apparatus. BujkoM. SrokoszP. E. DykaI. 2017 Use of Optical Method for Improvement of Soil Dynamic Tests in Torsional Shear Apparatus Search in Google Scholar

2017 Baltic Geodetic Congress (BGC Geomatics) (pp. 404–408). Gdansk: IEEE. doi:10.1109/BGC.Geomatics.2017.45 2017 Baltic Geodetic Congress (BGC Geomatics) 404 408 Gdansk IEEE 10.1109/BGC.Geomatics.2017.45 Open DOISearch in Google Scholar

Clayton, C. R., Priest, J. A., Bui, M. T., Zervos, A., & Kim, S. G. (2009). The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity. Géotechnique, 59(5), pp. 429–437. doi:10.1680/geot.2007.00096 ClaytonC. R. PriestJ. A. BuiM. T. ZervosA. KimS. G. 2009 The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity Géotechnique 59 5 429 437 10.1680/geot.2007.00096 Open DOISearch in Google Scholar

Darendeli, M. B. (2001). Development of a new family of normalized modulus reduction and material damping curves [Doctoral dissertation, The University of Texas at Austin]. ProQuest Dissertations Publishing. DarendeliM. B. 2001 Development of a new family of normalized modulus reduction and material damping curves [Doctoral dissertation, The University of Texas at Austin] ProQuest Dissertations Publishing Search in Google Scholar

Desrues, J., Viggiani, G., & Bésuelle, P. (Eds.). (2006). Advances in X-ray tomography for geomaterials. ISTE. DesruesJ. ViggianiG. BésuelleP. (Eds.). 2006 Advances in X-ray tomography for geomaterials ISTE Search in Google Scholar

Drnevich, V., Werden, S., Ashlock, J., & Hall, J. (2015). Applications of the New Approach to Resonant Column Testing. Geotechnical Testing Journal, 38, p. 20140222. doi:10.1520/GTJ20140222 DrnevichV. WerdenS. AshlockJ. HallJ. 2015 Applications of the New Approach to Resonant Column Testing Geotechnical Testing Journal 38 20140222 10.1520/GTJ20140222 Open DOISearch in Google Scholar

Dyka, I., & Srokosz, P. E. (2012). Badania gruntu w aparacie skrętnego ścinania RC/TS. Część 1. Inżynieria Morska i Geotechnika, 6, pp. 700–707. DykaI. SrokoszP. E. 2012 Badania gruntu w aparacie skrętnego ścinania RC/TS. Część 1 Inżynieria Morska i Geotechnika 6 700 707 Search in Google Scholar

Dyka, I., & Srokosz, P. E. (2014). Badania gruntu w aparacie skrętnego ścinania RC/TS. Część 2. Inżynieria Morska i Geotechnika, 2, pp. 118–129. DykaI. SrokoszP. E. 2014 Badania gruntu w aparacie skrętnego ścinania RC/TS. Część 2 Inżynieria Morska i Geotechnika 2 118 129 Search in Google Scholar

Dyka, I., Srokosz, P. E., & Bujko, M. (2017). Influence of grain size distribution on dynamic shear modulus of sands. Open Engineering, 7, pp. 317–329. DykaI. SrokoszP. E. BujkoM. 2017 Influence of grain size distribution on dynamic shear modulus of sands Open Engineering 7 317 329 Search in Google Scholar

Gill, D., & Lehane, B. (2001). An optical technique for investigation soil displacement patterns. Geotechnical Testing Journal, 24(3), pp. 324–329. GillD. LehaneB. 2001 An optical technique for investigation soil displacement patterns Geotechnical Testing Journal 24 3 324 329 Search in Google Scholar

Huawen, X., Fook, H. L., Kai, Y., Jiahui, H., & Yong, L. (2019). Miniature LVDT setup for local strain measurement on cement-treated clay specimens. Marine Georesources & Geotechnology, 37(5), pp. 568–577. doi:10.1080/1064119X.2018.1460428 HuawenX. FookH. L. KaiY. JiahuiH. YongL. 2019 Miniature LVDT setup for local strain measurement on cement-treated clay specimens Marine Georesources & Geotechnology 37 5 568 577 10.1080/1064119X.2018.1460428 Open DOISearch in Google Scholar

Iskander, M. (2010). Optical Techniques in Geotechnical Engineering. In Modelling with Transparent Soils. Springer Series in Geomechanics and Geoengineering. (pp. 5–18). Springer. doi:10.1007/978-3-642-02501-3_2 IskanderM. 2010 Optical Techniques in Geotechnical Engineering In Modelling with Transparent Soils. Springer Series in Geomechanics and Geoengineering 5 18 Springer 10.1007/978-3-642-02501-3_2 Open DOISearch in Google Scholar

Kong, L., Sayem, H. M., & Tian, H. (2018). Influence of drying–wetting cycles on soil-water characteristic curve of undisturbed granite residual soils and microstructure mechanism by nuclear magnetic resonance (NMR) spin-spin relaxation time (T2) relaxometry. Canadian Geotechnical Journal, 55(2), pp. 208–216. KongL. SayemH. M. TianH. 2018 Influence of drying–wetting cycles on soil-water characteristic curve of undisturbed granite residual soils and microstructure mechanism by nuclear magnetic resonance (NMR) spin-spin relaxation time (T2) relaxometry Canadian Geotechnical Journal 55 2 208 216 Search in Google Scholar

Kuang, K. (2018). Wireless chemiluminescence-based sensor for soil deformation detection. Sensors and Acruators, 269, pp. 70–78. doi:10.1016/j.sna.2017.11.017 KuangK. 2018 Wireless chemiluminescence-based sensor for soil deformation detection Sensors and Acruators 269 70 78 10.1016/j.sna.2017.11.017 Open DOISearch in Google Scholar

Li, Z., Escoffier, S., & Kotronis, P. (2013). Using centrifuge tests data to identify the dynamic soil properties: Application to Fontainebleau sand. Soil Dynamics and Earthquake Engineering, 52, pp. 77–87. doi:10.1016/j.soildyn.2013.05.004 LiZ. EscoffierS. KotronisP. 2013 Using centrifuge tests data to identify the dynamic soil properties: Application to Fontainebleau sand Soil Dynamics and Earthquake Engineering 52 77 87 10.1016/j.soildyn.2013.05.004 Open DOISearch in Google Scholar

Massarsch, K. R. (2004). Deformation properties of fine-grained soils from seismic tests. Keynote lecture. International Conference on Site Characterization, ISC’2. Porto. MassarschK. R. 2004 Deformation properties of fine-grained soils from seismic tests. Keynote lecture International Conference on Site Characterization, ISC’2 Porto Search in Google Scholar

Mayne, P. W., Coop, M. R., Springman, S. M., Huang, A., & Zornber, J. G. (2009). Geomaterial behaviour and testing. Proc. of the 17-th International Conference on Soil Mechanics and Geotechnical Engineering. Alexandia. MayneP. W. CoopM. R. SpringmanS. M. HuangA. ZornberJ. G. 2009 Geomaterial behaviour and testing Proc. of the 17-th International Conference on Soil Mechanics and Geotechnical Engineering Alexandia Search in Google Scholar

Srokosz, P. E., Bujko, M., Bocheńska, M., & Ossowski, R. (2021). Optical flow method for measuring deformation of soil specimen subjected to torsional shearing. Measurement, 174, p. 109064. doi:10.1016/j.measurement.2021.109064 SrokoszP. E. BujkoM. BocheńskaM. OssowskiR. 2021 Optical flow method for measuring deformation of soil specimen subjected to torsional shearing Measurement 174 109064 10.1016/j.measurement.2021.109064 Open DOISearch in Google Scholar

Srokosz, P. E., Dyka, I., Bujko, M., & Bocheńska, M. (2021). A Modified Resonant Column Device for In-Depth Analysis of Vibration in Cohesive and Cohesionless Soils. Energies, 14(20), p. 6647. doi:10.3390/en14206647 SrokoszP. E. DykaI. BujkoM. BocheńskaM. 2021 A Modified Resonant Column Device for In-Depth Analysis of Vibration in Cohesive and Cohesionless Soils Energies 14 20 6647 10.3390/en14206647 Open DOISearch in Google Scholar

Tyrologou, P., Dudeney, A. W. & Grattoni, C. A. (2005). Evolution of porosity in geotechnical composites. Magnetic Resonance Imaging, 23(6), p. 765–768. TyrologouP. DudeneyA. W. GrattoniC. A. 2005 Evolution of porosity in geotechnical composites Magnetic Resonance Imaging 23 6 765 768 Search in Google Scholar

White, D. J., Take, W. A., & Bolton, M. D. (2003). Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Geotechnique, 53(7), pp. 619–631. WhiteD. J. TakeW. A. BoltonM. D. 2003 Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry Geotechnique 53 7 619 631 Search in Google Scholar

Wichtmann, T. (2016). Soil Behaviour under Cyclic Loading—Experimental Observations, Constitutive Description and Applications. [Habilitation, Karlsruhe Institute of Technology]. Karlsruhe, Germany. WichtmannT. 2016 Soil Behaviour under Cyclic Loading—Experimental Observations, Constitutive Description and Applications. [Habilitation, Karlsruhe Institute of Technology] Karlsruhe Germany Search in Google Scholar

Wichtmann, T., & Triantafyllidis, T. (2020). Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax. Journal of geotechnical and geoenvironmental engineering, 135(10), pp. 1404–1418. doi:10.1061/(ASCE)GT.1943-5606.0000096 WichtmannT. TriantafyllidisT. 2020 Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax Journal of geotechnical and geoenvironmental engineering 135 10 1404 1418 10.1061/(ASCE)GT.1943-5606.0000096 Open DOISearch in Google Scholar

Xu, D. -S. (2017). A New Measurement Approach for Small Deformations of Soil Specimens Using Fiber Bragg Grating Sensors. Sensors, 17(5), p. 1016. doi:10.3390/s17051016 XuD. -S. 2017 A New Measurement Approach for Small Deformations of Soil Specimens Using Fiber Bragg Grating Sensors Sensors 17 5 1016 10.3390/s17051016 Open DOISearch in Google Scholar

eISSN:
2083-831X
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
Dziedziny czasopisma:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics