Evaluation of Cementation Effect of Jeju Coastal Sediments
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Lee, Moon-Joo
(School of Civil, Environmental, and Architectural Engrg., Korea Univ.)
Kim, Jae-Jeong (School of Civil, Environmental, and Architectural Engrg., Korea Univ.) Shim, Jai-Beom (Samsung C&T Corporation) Lim, Chai-Geun (RGEO Engrg. & Construction) Lee, Woo-Jin (School of Civil, Environmental, and Architectural Engrg., Korea Univ.) |
1 | Cruz, N., and Fonseca, A. V. (2006), "Portuguese experience in residual soil characterization by DMT tests", Proceeding of 2nd International Conference on the Flat Dilatometer, Washington, D.C., pp.359-364 |
2 | Fonseca, A. V., Silva, S. R., and Cruz, N. (2008), "Geotechnical characterization by in situ and lab tests to the back-analysis of a supported excavation in Metro do Porto", Geotechnical and Geological Engineering, Published online |
3 | Jamiolkowski, M., Ladd, C. c., Germaine, J. T., and Lancellotta, R. (1985), "New Developments in Field and Laboratory Testing of Soils", Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, pp. 57-153 |
4 | Rix, G. J., and Stokoe, K. H. (1991), "Correlation of initial tangent modulus and cone resistance", Proceedings of the 1st International Symposium on Calibration Chamber Testing, Potsdam, pp.351-362 |
5 | Puppala, A. J., Acar, Y. B., and Tumay, M. T. (1995), "Cone penetration in very weakely cemented sand", Journal of Geotechnical Engineering, ASCE, Vol.121, No.8, pp.589-600 DOI ScienceOn |
6 | Schnaid, F., Lehane, B. M., and Fahey, M. (2004), "In situ test characterization of unusual geornatcrials", Prodeedings of 2nd international Conferenceon Site Characterization, Porto, Vol.1 , pp.49-74 |
7 | Marchetti, S., Monaco, P., Totani, G., and Calabrese, M. (2001), "The flat dilatometer test (DMT) in soil investigations", International Conference on In Situ Measurement of Soil Properties, Bali, Indonesia |
8 | Jamiolkowski, M., Lo Presti, D.C.F. and Manassero, M. (2003), "Evaluation of relative density and shear strength of sands from CPT and DMT", Soil Behavior and Soft Ground Construction, ASCE GSP 119, pp.201-238 |
9 | Ismail, M. A. (2000), Strength and deformation behaviour of calcitecemented calcareous soil. Ph.D. Thesis, the University of Western Australia |
10 | Sharma, S. S., and Fahey, M. (2004), "Deformation characteristics of two cemented calcareous soils", Canadian Geotechnical Journal, Vol.41, pp.1139-1151 DOI ScienceOn |
11 | 이문주, 최성근, 추현욱, 이우진 (2008) "고결모래의 콘선단저항과 변형계수의 관계", 한국지반공학회논문집, 제 24권 12호, pp.53-63 과학기술학회마을 |
12 | Coop, M. R. (1990), "The mechanics of uncemented carbonate sands", Geotechnique, Vol.40, No.4, pp.607-626 DOI |
13 | Hyodo, M., Aramaki, N., and ltoh, M. (1996), "Cyclic strength and deformation of crushable carbonate sand", Soil Dynamics and Earthquake Engineering, Vol.15, pp.331-336 DOI ScienceOn |
14 | Cubrinovski, M., and Ishihara, K. (2002), "Maximum and minimum void ratio characteristics of sands", Soils and Foundations, Vol.42, No.6, pp.65-78 DOI ScienceOn |
15 | Jarniolkowski, M., Ghionna, V. N., Lancellotta, R., and Pasqualini, E. (1988), "New correlation of penetration tests for design practice", Proceedings of the 1st International Symposium on Penetration Testing, Orlando, Florida, pp 263-296 |
16 | Kim, T. J. (2005), Dissipation of porewater pressure due to piezocone penetration in OC clay, Ph.D. dissertation, Korea University |
17 | Golightly, C. R., and Hyde, A. F. L. (1988), "Some fundamental properties of carbonate soils", Proceedings of International Conference on Calcareous Sediments, Perth, Australia, Vol.1 pp.69-78 |
18 | Puppala, A. J., Acar, Y. B., and Tumay, M. T. (1996), "Low strain dynamic shear modulus of cemented sand from cone penetration test results", Transportation research record 1548, Transportation research board, pp.60-66 |
19 | Been, K., Crooks, J. H. A., Becker, D. E., and Jefferies, M. G. (1986), "The cone penetration test in sands: Part I, state parameter interpretation", Geotechnique, Vol.36, No.2, pp.239-249 DOI ScienceOn |
20 | Choi, S. K. (2008), Estimation of stress history of sands using CPT and DMT, Ph.D. thesis, Korea University |
21 | Imai, T., and Tonouchi, K. (1982), "Correlation of N-value with S-wave velocity and shear modulus", Proceedings of the 2nd European Symposium on Penetration Testing, Amsterdam, pp.57-72 |
22 | Kaggwa, W. S. (1988), Cyclic behavior of carbonate sediments, Ph.D. thesis, The University of Sydney |
23 | 남정만, 조성환, 김태형 (2007), "제주 해안지역 모래의 압축특성", 한국지반공학회논문집, 제 23권, 6호, pp.103-114 |
24 | Airey, D. W., Randolph, M. F., and Hyden, A. M. (1988), "The strength and stiffness of two calcareous sands", Proceedings of International Conference on Calcareous Sediments, Perth, Australia, Vol.1 pp.43-50 |
25 | Miura, S., and Toki, S. (1982), "A Sample Preparation Method and Its Effect on Static and Cyclic Deformation-Strength Properties of Sand", Soils and Foundations, Vol.22, No.1, pp.61-77 DOI |
26 | Airey, D. W., and Fahey, M. (1991), "Cyclic response of calcareous soil from the North-West Shelf of Australia", Geotechnique, Vol.41, No.1, pp.101-121 DOI |
27 | 이문주, 최성근, 홍성진, 이우진 (2009), "CPT와 DMT에 의한 사질토 고결영향 평가", 한국지반공학회논문집, 제 25권, 2호, pp.67-77 과학기술학회마을 |
28 | Lo Presti, D. C. F., Pedroni, S., and Crippa, V. (1992), "Maximum dry density of cohesionless soils by pluviation and by ASTM D- 4253-83: A comparative study", Geotechnical Testing Journal, ASTM, Vol.15, No.2, pp.180-189 DOI |
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