과제정보
연구 과제 주관 기관 : KOSEF
참고문헌
- Barrett, P. J. (1980), "The shape of rock particles, a critical review", Sedimentology, 27, 291-303. https://doi.org/10.1111/j.1365-3091.1980.tb01179.x
- Cho, G. C. (2001), Unsaturated soil stiffness and post-liquefaction shear strength, Ph.D. Thesis, Georgia Institute of Technology, 288.
- Cho, G. C. and Santamarina, J. C. (2001), "Unsaturated particulate materials - Particle-level study", J. Geotech. Geoenviron. Eng., ASCE, 127(1), 84-96. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:1(84)
- Cho, G. C., Lee, J. S., and Santamarina, J. C. (2004), "Spatial variability in soils: high resolution assessment with electrical needle probe", J. Geotech. Geoenviron. Eng., ASCE, 130(8), August, 843-850. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:8(843)
- Desrues, J., Chambon, R., Mokni, M., and Mazerolle, F. (1996), "Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography", Geotechnique, 46(3), 529-546. https://doi.org/10.1680/geot.1996.46.3.529
- Dobry, R. and Petrakis, E. (1990), "Micromechanical modeling to predict sand densification by cyclic straining", J. Eng. Mech., ASCE, 116(2), 288-308. https://doi.org/10.1061/(ASCE)0733-9399(1990)116:2(288)
- Fenton, G. A. and Griffiths, D. V. (1996), "Stochastics of free surface flow through stochastic earth dam", J. Geotech. Eng., 122(6), 427-436. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:6(427)
- Fredlund, D. G. and Rahardjo, H. (1993), Soil Mechanics for Unsaturated Soils. Wiley Inter-Science, New York, 517.
- Frossard, E. (1979), "Effect of sand grain shape on interparticle friction: indirect measurements by Rowe's stress dilatancy theory", Geotechnique, 29(3), 341-350. https://doi.org/10.1680/geot.1979.29.3.341
- Griffiths, D. V. and Fenton, G. A. (1993), "Seepage beneath water retaining structures founded on spatially random soil", Geotechnique, 43(4), 577-587. https://doi.org/10.1680/geot.1993.43.4.577
- Heyman, J. (1997), Coulomb's Memoir on Statics, An Essay in the History of Civil Engineering, Imperial College Press, p. 212.
- Jang, D.-J., Frost, J. D., and Park, J. Y. (1999), "Preparation of epoxy impregnated sand coupons for image analysis", Geotech. Testing J., GTJODJ, 22(2), 147-158.
- Krumbein, W. C. and Sloss, L. L. (1963), Stratigraphy and Sedimentation, Second Edition, W. H. Freeman and Company, San Francisco, 660.
- Kuo, C.-Y., Frost, J. D., Lai, J. S., and Wang, L. B. (1996), "Three-dimensional image analysis of aggregate particle from orthogonal projections", Transportation Research Record, 1526, 98-103. https://doi.org/10.3141/1526-12
- Mitchell, J. K., Chatoian, J. M., and Carpenter, G. C. (1976), The influences of sand fabric on liquefaction behavior, Report No. TE 76-1, U.S. Army Engineer Waterways Experiment Station, University of California, Berkeley.
- Mulilis, J. P., Seed, H. B., Chan, C. K., Mitchell, J. K., and Arulanandan, K. (1977), "Effects of sample preparation on sand liquefaction", J. Geotech. Eng., 103(GT2), 91-108.
- Paice, G. M., Griffiths, D. V., and Fenton, G. A. (1996), "Finite element modeling of settlements on spatially random soil", J. Geotech. Eng., ASCE, 122(9), 777-779. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:9(777)
- Pennington, D. S., Nash, D. F. T., and Lings, M. L. (1997), "Anisotropy of shear stiffness in Gault clay", Geotechnique, 47(3), 391-398. https://doi.org/10.1680/geot.1997.47.3.391
- Popescu, R. and Prevost, J. H. (1996), "Influence of spatial variability of soil properties on seismically induced soil liquefaction", Uncertainty in the Geological Environment: from theory to practice, Proceedings of Uncertainty '96, edited by Schackelford et al., Geotechnical Special Publication 58(2), 1098-1112.
- Popescu, R., Prevost, J. H., and Deodatis, G. (1997), "Effects of spatial variability on soil liquefaction: some design recommendations", Geotechnique, 47(5), 1019-1036. https://doi.org/10.1680/geot.1997.47.5.1019
- Powers, M. C. (1953), "A new roundness scale for sedimentary particles, J. Sedimentary Petrology, 23(2), 117-119.
- Roscoe, K. H., Schofield, A. N., and Wroth, C. P. (1958), "On the yielding of soils", Geotechnique, 8, 22-53. https://doi.org/10.1680/geot.1958.8.1.22
- Santamarina, J. C. and Cho, G. C. (2004), "Soil behaviour: the role of particle shape", The Skempton Memorial Conference, Thomas Telford, 1, 604-617.
- Santamarina, J. C. and Cascante, G. (1998), "Effect of surface roughness on wave propagation parameters", Geotechnique, 48(1), 129-136. https://doi.org/10.1680/geot.1998.48.1.129
- Santamarina, J. C., Klein, K. A., and Fam, M. A. (2001), Soils and Waves - Particulate Materials Behavior, Characterization and Process Monitoring, John Wiley and Sons, LTD, 488.
- Santamarina, J. C., Rinaldi, V. A., Fratta, D., Klein, K., Wang, Y. H., Cho, G. C., and Cascante, G. (2004), The properties of near-surface soils in relation to elastic and electromagnetic wave parameters, Chapter in Physical properties of near-surface materials, in print.
- Schofield, A. N. (1998), "Don't use the C word," Ground Engineering, August, 30-32.
- Schofield, A. N. and Wroth, P. (1968), Critical State Soil Mechanics, McGraw-Hill Book Company, 310.
- Stokoe, K. H., II, Lee, J. N.-K. and Lee, S. H.-H. (1991), "Characterization of soil in calibration chambers with seismic waves", Proceedings of 1st International Symposium on Calibration Chamber Testing, Elsevier, Potsdam, New York, 363-376.
- Tonon, F., Bernardini, A., and Mammino, A. (2000), "Reliability analysis of rock mass response by means of random set theory", Reliability Engineering and System Safety, 70(3).
- Wadel, H. (1932), "Volume, shape, and roundness of rock particles", J. Geology, 40, 443-451. https://doi.org/10.1086/623964
- Yimsiri, S. and Soga, K. (1999), "Effect of surface roughness on small-strain modulus: micromechanics view", Pre-failure Deformation Characteristics of Geomaterials: Proceedings, 2nd International Symposium, Torino, Italy; edited by M. Jamiolkowski, R. Lancellotta, and D. Lo Presti, 597-602.
- Yong, R. N., Alonso, E., and Tabba, M. M. (1977), "Application of risk analysis to the prediction of slope stability", Canadian Geotech. J., 14, 540-553. https://doi.org/10.1139/t77-055
- Yudhbir, and Abedinzadeh, R. (1991), "Quantification of particle shape and angularity using the image analyzer", Geotechnical Testing J., GTJODJ, 14(3), 296-308. https://doi.org/10.1520/GTJ10574J
피인용 문헌
- Evaluation of subsurface spatial variability in site characterization based on RCPTU data vol.75, pp.1, 2016, https://doi.org/10.1007/s10064-015-0727-8
- Analysis of laboratory data on ultrasonic monitoring of permeability reduction due to biopolymer formation in unconsolidated granular media vol.64, pp.2, 2016, https://doi.org/10.1111/1365-2478.12295
- Estimation of Slime Thickness of Bored Piles by Using Borehole Electrical Resistivity Method vol.29, pp.3, 2013, https://doi.org/10.7843/kgs.2013.29.3.51
- Slime thickness evaluation of bored piles by electrical resistivity probe vol.108, 2014, https://doi.org/10.1016/j.jappgeo.2014.07.004
- Effect of Moisture Content and Particle Size on Extinction Coefficients of Soils Using Terahertz Time-Domain Spectroscopy vol.7, pp.5, 2017, https://doi.org/10.1109/TTHZ.2017.2731369
- Characterisation of subsurface spatial variability using a cone resistivity penetrometer vol.31, pp.7, 2011, https://doi.org/10.1016/j.soildyn.2011.03.012
- Performance-Based Evaluation of a Double-Deck Tunnel and Design Optimization vol.11, pp.1, 2019, https://doi.org/10.3390/su11010201
- Evaluation of preconsolidation stress by shear wave velocity vol.7, pp.4, 2011, https://doi.org/10.12989/sss.2011.7.4.275
- An experimental procedure for evaluating the consolidation state of marine clay deposits using shear wave velocity vol.7, pp.4, 2005, https://doi.org/10.12989/sss.2011.7.4.289
- 온도보상형 전기저항 프로브의 현장 적용성 평가 vol.31, pp.c4, 2005, https://doi.org/10.12652/ksce.2011.31.4c.117
- Feasibility study of an earth-retaining structure using in-situ soil with dual sheet piles vol.16, pp.3, 2005, https://doi.org/10.12989/gae.2018.16.3.321