참고문헌 (20)

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2. 10.1520/D2434-68R06 ASTM (2006). Standard test method for permeability of granular soils (constant head) (withdrawn 2015), D2434-68, ASTM International, West Conshohocken, PA, DOI: https://doi.org/10.1520/D2434-68R06 . 

   

3. 10.1520/D0698-12E02 ASTM (2012). Standard test method for laboratory compaction characteristics of soil using standard effort (12,000 ft-lbf/ft 3 (600 kNm/m 3)), D698-12e2, ASTM International, West Conshohocken, PA, DOI: https://doi.org/10.1520/D0698-12E02 . 

   

4. 10.1520/C0143_C0143M-15A ASTM (2015). Standard test method for slump of hydraulic-cement concrete, C143/C143M-15a, ASTM International, West Conshohocken, PA, DOI: https://doi.org/10.1520/C0143_C0143M-15A . 

   

5. A. Bezuijen 1991 1999 Proc. 12th Eur. Conf. on Soil Mechanics and Geotechnical Eng. Bezuijen, A., Schaminee, P. E. L., and Kleinjan, J. A. (1999). “Additive testing for earth pressure balance shields.” Proc. 12th Eur. Conf. on Soil Mechanics and Geotechnical Eng., Amsterdam, pp. 1991-1996. 

6. American Journal of Environmental Sciences L. Borio 6 4 365 2010 10.3844/ajessp.2010.365.370 Borio, L. and Peila, D. (2010). “Study of the permeability of foam conditioned soils with laboratory tests.” American Journal of Environmental Sciences, Vol. 6, No. 4, pp. 365-370, DOI: https://doi.org/10.3844/ajessp.2010.365.370 . 

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7. C. Budach 2012 Untersuchungen zum erweiterten Einsatz von Erddruckschilden in grobkörnigem Lockergestein Budach, C. (2012). Untersuchungen zum erweiterten Einsatz von Erddruckschilden in grobkörnigem Lockergestein, PhD Thesis, Bochum University, North Rhine-Westphalia, Germany. 

8. Tunnelling and Underground Space Technology C. Budach 50 296 2015 10.1016/j.tust.2015.08.006 Budach, C. and Thewes, M. (2015). “Application ranges of EPB shields in coarse ground based on laboratory research.” Tunnelling and Underground Space Technology, Vol. 50, pp. 296-304, DOI: https://doi.org/10.1016/j.tust.2015.08.006 . 

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9. Journal of the Korean Geotechnical Society T. G. Ham 20 8 103 2004 Ham, T. G., Cho, Y. S., and Kim, Y. S. (2004). “A study on the compression characteristics of decomposed granite soil based on single particle crushing property.” Journal of the Korean Geotechnical Society, Vol. 20, No. 8, pp. 103-111 (in Korean). 

10. Journal of the Korean Geotechnical Society Y. J. Kim 10 3 55 1994 10.7843/kgs.2011.27.3.055 Kim, Y. J., Lee, I. M., and Lee, I. K. (1994). “Constitutive characteristics of decomposed Korean granites (1).” Journal of the Korean Geotechnical Society, Vol. 10, No. 3, pp. 55-78 (in Korean). 

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11. Journal of the Korean Geosynthetics Society K. I. Lee 12 1 1 2013 10.12814/jkgss.2013.12.1.001 Lee, K. I., Yoon, Y. G., and Lee, J. W. (2013). “Particle crushing properties of decomposed granite soil due to changes in the degree of weathering.” Journal of the Korean Geosynthetics Society, Vol. 12, No. 1, pp. 1-10, DOI: https://doi.org/10.12814/jkgss.2013.12.1.001 (in Korean). 

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12. U. Maidl 1995 Erweiterung der Einsatzbereiche der Erddruckschilde durch Bodenkonditionierung mit Schaum Maidl, U. (1995). Erweiterung der Einsatzbereiche der Erddruckschilde durch Bodenkonditionierung mit Schaum. PhD Thesis, Bochum University, North Rhine-Westphalia, Germany. 

13. Journal of Rock Mechanics and Geotechnical Engineering D. Martinelli 7 6 684 2015 10.1016/j.jrmge.2015.09.002 Martinelli, D., Peila, D., and Campa, E. (2015). “Feasibility study of tar sands conditioning for earth pressure balance tunnelling.” Journal of Rock Mechanics and Geotechnical Engineering, Vol. 7, No. 6, pp. 684-690, DOI: https://doi.org/10.1016/j.jrmge.2015.09.002 . 

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14. Tunnelling and Underground Space Technology L. Mori 71 454 2018 10.1016/j.tust.2017.09.018 Mori, L., Mooney, M., and Cha, M. (2018). “Characterizing the influence of stress on foam conditioned sand for EPB tunneling.” Tunnelling and Underground Space Technology, Vol. 71, pp. 454-465, DOI: https://doi.org/10.1016/j.tust.2017.09.018 . 

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15. Environmental and Engineering Geoscience D. Peila 15 3 167 2009 10.2113/gseegeosci.15.3.167 Peila, D., Oggeri, C., and Borio, L. (2009). “Using the slump test to assess the behavior of conditioned soil for EPB tunneling.” Environmental and Engineering Geoscience, Vol. 15, No. 3, pp. 167-174, DOI: https://doi.org/10.2113/gseegeosci.15.3.167 . 

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16. Tunnelling and Underground Space Technology D. Peila 35 55 2013 10.1016/j.tust.2012.11.006 Peila, D., Picchio, A., and Chieregato, A. (2013). “Earth pressure balance tunnelling in rock masses: Laboratory feasibility study of the conditioning process.” Tunnelling and Underground Space Technology, Vol. 35, pp. 55-66, DOI: https://doi.org/10.1016/j.tust.2012.11.006 . 

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17. M. A. Pena Duarte 2007 Foam as a soil conditioner in tunnelling: Physical and mechanical properties of conditioned sands Pena Duarte, M. A. (2007). Foam as a soil conditioner in tunnelling: Physical and mechanical properties of conditioned sands, PhD Thesis, Oxford University, Oxford, England, UK. 

18. POSCO Engineering & Construction Co., Ltd. (2010). Seoul subway line No. 9, soil report, Pohang, Korea (in Korean). 

19. Tunnelling and Underground Space Technology S. Quebaud 13 2 173 1998 10.1016/S0886-7798(98)00045-5 Quebaud, S., Sibaï, M., and Henry, J. P. (1998). “Use of chemical foam for improvements in drilling by earth-pressure balanced shields in granular soils.” Tunnelling and Underground Space Technology, Vol. 13, No. 2, pp. 173-180, DOI: https://doi.org/10.1016/S0886-7798(98)00045-5 . 

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20. J. Wilms 1995 Zum Einflußs der Eigenschaften des Stützmediums auf das Verschleißverhalten eines Erddruckschildes Wilms, J. (1995). Zum Einflußs der Eigenschaften des Stützmediums auf das Verschleißverhalten eines Erddruckschildes, PhD Thesis, Gesamthochschule Essen University, Nordrhein-Westfalen, Germany.