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Deformation and Stiffness Characteristics during Creep of Weathered Residual Soil in Korea : 국내 풍화토의 크리프 변형 및 강성 특성

Park, Kahyun 2015년

논문상세정보
인용/피인용
' Deformation and Stiffness Characteristics during Creep of Weathered Residual Soil in Korea : 국내 풍화토의 크리프 변형 및 강성 특성' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • aging
  • anisotropy
  • creep
  • granular soil
  • time-dependent behavior
  • triaxial test
  • weathered residual soil in korea
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
550 0

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' Deformation and Stiffness Characteristics during Creep of Weathered Residual Soil in Korea : 국내 풍화토의 크리프 변형 및 강성 특성' 의 참고문헌

  • Yamashita, S., Hori, T., and Suzuki, T. (2003). “Effects of fabric anisotropyand stress condition on small strain stiffness of sands”, DeformationCharacteristics of Geomaterials, 1, 187-194.
  • Yamamuro, J. A., and Lade, P. V. (1993). "Effects of strain rate oninstability of granular soils", Geotechnical Testing Journal, 16, 304-304.
  • Wang, Y.-H., and Tsui, K.-Y. (2009). "Experimental characterization ofdynamic property changes in aged sands", Journal of Geotechnical andGeoenvironmental Engineering, 135(2), 259-270.
  • Wang, Y.-H., Xu, D., and Tsui, K. Y. (2008). "Discrete element modeling ofcontact creep and aging in sand", Journal of Geotechnical andGeoenvironmental Engineering, 134(9), 1407-1411.
  • Wang, Y., and Mok, C. (2008). “Mechanisms of small-strain shear-modulusanisotropy in soils”, Journal of Geotechnical and GeoenvironmentalEngineering, 134(10), 1516-1530.
  • Wang, Y., and Gao, Y. (2013). "Mechanisms of aging-induced moduluschanges in sand with inherent fabric anisotropy", Journal of Geotechnicaland Geoenvironmental Engineering, 139(9), 1590-1603.
  • Troncoso, J., and Garces, E. (2000). "Aging effects in the shear modulus of243soils", Soil Dynamics and Earthquake Engineering, 19(8), 595-601.
  • Thomann, T. G., and Hryciw, R. D. (1992). "Stiffness and strength changesin cohesionless soils due to disturbance", Canadian Geotechnical Journal,29(5), 853-861.
  • Taylor, D. W. (1948). "Fundamentals of soil mechanics", Soil Science,66(2), 161.
  • Tavenas, F., and Audy, R. (1972). "Limitations of the driving formulas forpredicting the bearing capacities of piles in sand", Canadian GeotechnicalJournal, 9(1), 47-62.
  • Schmertmann, J. H. (1991). "The mechanical aging of soils", Journal ofGeotechnical Engineering, 117(9), 1288-1330.
  • Schmertmann, J. (1986). "Suggested method for performing the flatdilatometer test", Geotechnical Testing Journal, 9(2), 93-101.
  • Santamarina, J. C., Klein, A., and Fam, M. A. (2001). “Soils and waves:Particulate materials behavior, characterization and process monitoring”,Journal of Soils and Sediments, 1(2), 130-130.
  • Roscoe, K. H., Schofield, A., and Wroth, C. (1958). "On the yielding ofsoils", Geotechnique, 8(1), 22-53.
  • Rimoy, S. P., and Jardine, R. J. (2011). "On strain accumulation in a silicasand under creep and low level cyclic loading", Proceedings of the Fifth242International Symposium on Deformation Characteristics of Geomaterials,IS-Seoul 2011, 1-3 September 2011, Seoul, Korea.
  • Peacock, W. H. (1967). "Liquefaction of Saturated Sands Under CyclicLoading Simple Shear Conditions", University of California, Berkeley.
  • Oda, M., Nemat-Nasser, S., and Konishi, J. (1985). "Stress-inducedanisotropy in granular masses", Soils and Foundations, 25(3), 85-97.
  • Ochiai, H., and Lade, P. V. (1983). "Three-dimensional behavior of sandwith anisotropic fabric", Journal of Geotechnical Engineering, 109(10),1313-1328.
  • Myrayama, S. (1983). "Formulation of stress-strain-time behavior of soilsunder deviatoric stress condition", Soils and Foundations, 23(2), 43-57.
  • Mitchell, J. K., and Solymar, Z. V. (1984). "Time-dependent strength gainin freshly deposited or densified sand", Journal of GeotechnicalEngineering, 110(11), 1559-1576.
  • Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behavior, 3rdEd., Wiley, New YorkMurayama, S., Michihiro, K., and Sakagami, T. (1984). "Creepcharacteristics of sand", Soils and Foundations, 24(5).
  • Michalowski, R. L., and Nadukuru, S. S. (2012). "Static fatigue, timeeffects, and delayed increase in penetration resistance after dynamic241compaction of sands", Journal of Geotechnical and GeoenvironmentalEngineering, 138(5), 564-574.
  • Mesri, G., Feng, T., and Benak, J. (1990). "Postdensification penetrationresistance of clean sands", Journal of Geotechnical Engineering, 116(7),1095-1115.
  • Mejia, C., Vaid, Y., and Negussey, D. (1988). "Time dependnet behavior ofsand", International Conference on Rheology and Soil Mechanics, 12-16.
  • Leung, C., Lee, F., and Yet, N. (1997). “The role of particle breakage inpile creep in sand”, Canadian Geotechnical Journal, 33(6), 888-898.
  • Lee, J.-S., and Santamarina, J. C. (2005). “Bender elements: performanceand signal interpretation”, Journal of Geotechnical and GeoenvironmentalEngineering, 131(9), 1063-1070.
  • Lade, P. V., and Liu, C.-T. (1998). “Experimental study of drained creepbehavior of sand”, Journal of Engineering Mechanics, 124(8), 912-920.
  • Kuwano, R., and Jardine, R. J. (2002). “On measuring creep behaviour ingranular materials through triaxial testing”, Canadian GeotechnicalJournal, 39(5), 1061-1074.
  • Kuhn, M. R. (1999). “Structured deformation in granular materials”,Mechanics of Materials, 31(6), 407-429.
  • Kirkgard, M., and Lade, P. V. (1993). “Anisotropic three-dimensionalbehavior of a normally consolidated clay”, Canadian Geotechnical Journal,24030(5), 848-858.
  • Kirkgard, M., and Lade, P. (1991). “Anisotropy of normally consolidatedSan Francisco bay mud”, Geotechnical Testing Journal, 14(3).
  • Karimpour, H., and Lade, P. V. (2013). “Creep behavior in Virginia Beachsand”, Canadian Geotechnical Journal, 50(11), 1159-1178.
  • Jovicic, V., and Coop, M. (1998). “The measurement of stiffnessanisotropy in clays with bender element tests in the triaxial apparatus”,ASTM Geotechnical Testing Journal, 21(1), 3-10.
  • Joshi, R., Achari, G., Kaniraj, S. R., and Wijeweera, H. (1995). “Effect ofaging on the penetration resistance of sands”, Canadian GeotechnicalJournal, 32(5), 767-782.
  • Howie, J., Shozen, T., and Vaid, Y. (2002). “Effect of aging on stiffness ofvery loose sand”, Canadian Geotechnical Journal, 39(1), 149-156.
  • Gao, Y. and Wang, Y. (2011). “Aging Effects on Fabric-induced, Small-Strain, Stiffness Anisotropy in Sand”, Proceedings of the FifthInternational Symposium on Deformation Characteristics of Geomaterials,IS-Seoul 2011, 1-3 September 2011, Seoul, Korea.
  • Dowding, C. H., and Hryciw, R. D. (1986). “A laboratory study of blast239densification of saturated sand”, Journal of Geotechnical Engineering,112(2), 187-199.
  • Daramola, O. (1980). “Effect of consolidation age on stiffness of sand”,Geotechnique, 30(2), 213-216.
  • Coop, M., Jovi?i?, V., and Simi?, M. (1996). “Objective criteria fordetermining Gmax from bender element tests”, Geotechnique(46), 357-362.
  • Chow, F., Jardine, R., Brucy, F., and Nauroy, J. (1998). “Effects of time oncapacity of pipe piles in dense marine sand”, Journal of Geotechnical andGeoenvironmental Engineering, 124(3), 254-264.
  • Charlie, W., Jacobs, P. J., and Doehring, D. (1992a). “Blast-inducedliquefaction of an alluvial sand deposit”, Geotechnical Testing Journal,15(1).
  • Charlie, W. A., Rwebyogo, M. F., and Doehring, D. O. (1992b). “Timedependentcone penetration resistance due to blasting”, Journal ofGeotechnical Engineering, 118(8), 1200-1215.
  • Chang, C. S., Sundaram, S. S., and Misra, A. (1989). “Initial moduli ofparticulated mass with frictional contacts”, International Journal forNumerical and Analytical Methods in Geomechanics, 13(6), 629-644.
  • Bowman, E. T., and Soga, K. (2005). “Mechanisms of setup ofdisplacement piles in sand: laboratory creep tests”, Canadian GeotechnicalJournal, 42(5), 1391-1407.
  • Bowman, E. T., and Soga, K. (2003). “Creep, aging and microstructuralchange in dense granular materials”, Soils and Foundations, 43(4), 107-117.238
  • Bellotti, R., Jamiolkowski, M., Presti, D. L., and O'neill, D. (1996). Anisotropy of small strain stiffness in Ticino sand”, Geotechnique, 46(1),115-131.
  • Been, K., and Jefferies, M. G. (1985). “A state parameter for sands”,Geotechnique, 35(2), 99-112.
  • Baxter, C. D., and Mitchell, J. K. (2004). “Experimental study on the agingof sands”, Journal of Geotechnical and Geoenvironmental Engineering,130(10), 1051-1062.
  • Baldi, G., Hight, D. W., and Thomas, G. E. (1988). “A reevaluation ofconventional triaxial test methods”, Advanced triaxial testing of soil androck, ASTM STP, 977, 219-263.
  • Axelsson, G. (2002). “A conceptual model of pile set-up for driven piles innon-cohesive soil”, Geotechnical Special Publication, 1, 64-79.
  • Anderson, D., and Stokoe, K. (1978). “Shear modulus: a time-dependentsoil property”, Dynamic Geotechnical Testing, ASTM STP, 654, 66-90.