Void Ratio Evaluation of Unsaturated Soils by Compressional and Shear Waves
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Byun, Yong-Hoon
(School of Civil, Environmental, and Architectural Engineering, Korea University)
Cho, Se-Hyun (School of Civil, Environmental, and Architectural Engineering, Korea University) Yoon, Hyung-Koo (Department of Geotechnical Disaster Prevention Engineering, Deajeon University) Choo, Yun-Wook (Department of civil and Environmental Engineering, KAIST) Kim, Dong-Su (Department of civil and Environmental Engineering, KAIST) Lee, Jong-Sub (School of Civil, Environmental, and Architectural Engineering, Korea University) |
1 | Lee, S. H., Seo, W. S., Choo, Y. W., and Kim, D. S (2008), "Development of VPPE-BE Testing System to Evaluate Modulus under Post-Compaction Variation in Matric Suction for Unsaturated Compacted Soils", Journal of Korean Geotechnical Society(KGS), Vol.24, No.5, pp.117-127. 과학기술학회마을 |
2 | Matyas, E. L. and Radhakrishna, H. S. (1968), "Volume Change Characteristics of Partially Saturated Soils", Geotechnique, Vol.18, No.4, pp.432-448. DOI |
3 | 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, New York, pp.1-488. |
4 | Soilmoiture Equipment Corporation (2005), "Volumetric Pressure Plate Extractor and Hysteresis Attachments", Operating Instructions: Model 1250, SantaBarbara, CA, USA. pp.1-12. |
5 | Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E., and Clifton, A. W. (1996), "Model for the prediction of shear strength with respect to soil suction", Canadian Geotechnical Journal, Vol.33, No.3, pp.379-392. DOI ScienceOn |
6 | Yoon, H. K., Kim, D. H., Lee, W., and Lee, J. S. (2010), "Field Elastic Wave and Electrical Resistivity Penetrometer for Evaluation of Elastic Moduli and Void Ratio", Journal of KSCE, Vol.30, No.2c, pp.85-93. |
7 | Charles, W. W. and Pang, Y. W. (2000), "Influence of Stress State on Soil-Water Characteristics and Slope Stability", Journal of Geotechnical and Geoenvironmental Engineering, Vol.126, No.2, pp.157-166. DOI ScienceOn |
8 | Fredlund, D. G. and Rahardjo, H. (1993), "Soil Mechanics for Unsaturated Soils", John Wiley & Sons, New York, pp.1-517. |
9 | Fredlund, D. G. (1979), "Second Canadian Geotechnical Colloquium: Appropriate Concepts and Technology for Unsaturated soils", Canadian Geotechnical Journal, Vol.16, No.1, pp.121-139. DOI ScienceOn |
10 | Fredlund, D. G. and Morgenstern, N. R. (1977), Closure to Pater Entitled, "Stress State Variables for Unsaturated Soils", ASCE J.Geotech.Eng.Div.GT5, Vol.103, pp.447-466. |
11 | Fredlund, D. G. and Xing. (1994), "Equations for the Soil-Water Characteristic Curve", Canadian Geotechnical Journal, Vol.31, No.4, pp.521-532. DOI ScienceOn |
12 | Fredlund, D. G., Morgenstern, N. R., and Widger, R. A. (1978), "The shear strength of unsaturated soils", Canadian Geotechnical Journal, Vol.15, pp.313-321. DOI ScienceOn |
13 | Hilf, J. W. (1956), "An investigation of pore-water pressure in compacted cohesive soils, Ph. D. Thesis, Technical Memo No. 654, United Stated Department of the Interior, Bureau of Reclamation, Design and Construction Division, Denver, Colorado. |
14 | Kim, D. S., Seo, W. S., and Kim, M. J. (2003), "Deformation characteristics of soils with cariations of capillary pressure and water content", Soils and Foundations, Vol.43, No.4, pp.71-70. DOI |
15 | Lee, J. S. and Lee, C. H. (2006), "Application of Bender Elements in Consolidation, Tomography,and Liquefaction Tests", Journal of Korean Geotechnical Society(KGS), Vol.22, No.8, pp.43-54. 과학기술학회마을 |
16 | Lee, J. S. and Santamarina, J. C. (2005), "Bender Elements: Performance and Signal Interpretation", Journal of Geotechnical and Geoenvironmental Engineering, Vol.131, No.9, pp.1063-1070. DOI ScienceOn |
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