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1 
Adepegba, D. (1971). “A test for validity of indirect tension tests of stabilized soils.” Journal of Materials, Vol. 6, No. 3, pp. 555-575.Adepegba, D. (1971). “A test for validity of indirect tension tests of stabilized soils.” Journal of Materials, Vol. 6, No. 3, pp. 555-575.Google Search
2 
Allen, A. (2001). “Contaminant landfills: The Myth of Substantiality.” Engineering Geology, Vol. 60, pp. 3-19.10.1016/S0013-7952(00)00084-3Allen, A. (2001). “Contaminant landfills: The Myth of Substantiality.” Engineering Geology, Vol. 60, pp. 3-19.DOI
3 
Bieniawski, Z. T. and Hawkes, I. (1978). “Suggested methods for determining the tensile strength of rock materials; Parts Ⅱ. ISRM commission on standardization of laboratory and field tests.” Int. J Rock Mech Min Sci. Geomech Abstr, Vol. 15, pp. 102-103.Bieniawski, Z. T. and Hawkes, I. (1978). “Suggested methods for determining the tensile strength of rock materials; Parts Ⅱ. ISRM commission on standardization of laboratory and field tests.” Int. J Rock Mech Min Sci. Geomech Abstr, Vol. 15, pp. 102-103.Google Search
4 
Carniero, F. B. and Barcellos, A. (1953). “Tensile strength of concretes.” RILEM Bulletin, No. 13, pp. 97-123.Carniero, F. B. and Barcellos, A. (1953). “Tensile strength of concretes.” RILEM Bulletin, No. 13, pp. 97-123.Google Search
5 
Fang, H. Y. and Fernandez, J. (1981). “Determination of tensile strength of soils by unconfined-penetration test.” ASTM ATP 740, pp. 130-144.Fang, H. Y. and Fernandez, J. (1981). “Determination of tensile strength of soils by unconfined-penetration test.” ASTM ATP 740, pp. 130-144.Google Search
6 
Frydman, S. (1964). “The applicability of the Brazilian (indirect tension) test to soils.” Aust. J. Appl. Sci, Vol. 15, pp. 335-343.Frydman, S. (1964). “The applicability of the Brazilian (indirect tension) test to soils.” Aust. J. Appl. Sci, Vol. 15, pp. 335-343.Google Search
7 
George, K. P. (1970). “Theory of brittle fracture applied to soil cement.” Jour. of Soil Mech. and Found. Div., Proc. ASCE, Vol. 96, No. SM3, pp. 991-1010.George, K. P. (1970). “Theory of brittle fracture applied to soil cement.” Jour. of Soil Mech. and Found. Div., Proc. ASCE, Vol. 96, No. SM3, pp. 991-1010.Google Search
8 
Griffith, A. A. (1924). “Theory of rupture.” Proc. 1st. Int. Congr. Applied Rock Mechanics, Delft, pp. 55-63.Griffith, A. A. (1924). “Theory of rupture.” Proc. 1st. Int. Congr. Applied Rock Mechanics, Delft, pp. 55-63.Google Search
9 
Hobbs, D. W. (1963). “A simple method for assessing the uniaxial compressive strength of rock.” Int. J. Rock Mech. Min. Sci, Vol. 1, pp. 5-15.10.1016/0148-9062(64)90066-XHobbs, D. W. (1963). “A simple method for assessing the uniaxial compressive strength of rock.” Int. J. Rock Mech. Min. Sci, Vol. 1, pp. 5-15.DOI
10 
Hondros, J. R. (1959). “The evaluation of poisson’s ratio and the modulus of materials of a low tensile resistance by the Brazilian (indirect tensile) test with particular reference to concrete.” Aust. J. Appl. Sci, Vol. 10, pp. 243-268.Hondros, J. R. (1959). “The evaluation of poisson’s ratio and the modulus of materials of a low tensile resistance by the Brazilian (indirect tensile) test with particular reference to concrete.” Aust. J. Appl. Sci, Vol. 10, pp. 243-268.Google Search
11 
Hudson, J. A., Brown, E. T. and Rummel, F. (1972). “The controlled failure of rock discs and rings loaded in diametral compression.” Int. J. Rock Mech Min, Vol. 9, pp. 241-248.10.1016/0148-9062(72)90025-3Hudson, J. A., Brown, E. T. and Rummel, F. (1972). “The controlled failure of rock discs and rings loaded in diametral compression.” Int. J. Rock Mech Min, Vol. 9, pp. 241-248.DOI
12 
Hudson, W. R. and Thomas W. K. (1968). “An indirect tensile test for stabilized materials, Research Report No. 98-1.” Center for Highway Research, The University of Texas at Austin.Hudson, W. R. and Thomas W. K. (1968). “An indirect tensile test for stabilized materials, Research Report No. 98-1.” Center for Highway Research, The University of Texas at Austin.Google Search
13 
ISRM (1979). “Suggested methods for determining the uniaxial compressive strength and deformability of rock materials.” Int. J. Rock Mech. and Min. Sci. & Geomech. Abstr, Vol. 16, No. 2, pp. 135-140.ISRM (1979). “Suggested methods for determining the uniaxial compressive strength and deformability of rock materials.” Int. J. Rock Mech. and Min. Sci. & Geomech. Abstr, Vol. 16, No. 2, pp. 135-140.Google Search
14 
Kim, Y. C., Shin, J. W. and Son, S. M. (2009). “An experimental study of the king sejong station and siberian frozen soils.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 10, No. 2, pp. 5-12 (in Korean).Kim, Y. C., Shin, J. W. and Son, S. M. (2009). “An experimental study of the king sejong station and siberian frozen soils.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 10, No. 2, pp. 5-12 (in Korean).Google Search
15 
KS F 2405 (2010). “Standard test method for compressive strength of concrete.” Korean Industrial Standards (in Korean).KS F 2405 (2010). “Standard test method for compressive strength of concrete.” Korean Industrial Standards (in Korean).Google Search
16 
Lee, K. R. and Kim, J. W. (1995). “A study on tensile strength of rock by ring test.” J. Ind. Sci., Chongju Univ, Vol. 13 (in Korean).Lee, K. R. and Kim, J. W. (1995). “A study on tensile strength of rock by ring test.” J. Ind. Sci., Chongju Univ, Vol. 13 (in Korean).Google Search
17 
Obert, L. and Duvall, W. I. (1967). Rock mechanics and the design of structures in rock, John Wiley and Sons, New York, pp. 94-98.Obert, L. and Duvall, W. I. (1967). Rock mechanics and the design of structures in rock, John Wiley and Sons, New York, pp. 94-98.Google Search
18 
Park, S. K. (1997). “Investigation of the correlation between the compressive and the tensile strength of concrete.” J. Ind, Sci., Seonggyungwan Univ, Vol. 48, No. 1 (in Korean).Park, S. K. (1997). “Investigation of the correlation between the compressive and the tensile strength of concrete.” J. Ind, Sci., Seonggyungwan Univ, Vol. 48, No. 1 (in Korean).Google Search
19 
Patent No. 10-1327018 (2013). “Tension test apparatus having tension test device and method for tension test.” (in Korean).Patent No. 10-1327018 (2013). “Tension test apparatus having tension test device and method for tension test.” (in Korean).Google Search
20 
Slate, F. O., Nilson, A. H. and Martinez, S. (1986). “Mechanical properties of high-strength lightweight concrete.” ACI Journal, Vol. 83, No. 4, pp. 606-613.Slate, F. O., Nilson, A. H. and Martinez, S. (1986). “Mechanical properties of high-strength lightweight concrete.” ACI Journal, Vol. 83, No. 4, pp. 606-613.Google Search
21 
Spencer, E. (1968). “Effect of tension of stability of embankment. Journal of the Soil Mechanics and Foundation Division.” ASCE, Vol. 94, No. SM5, pp. 1159-1173.Spencer, E. (1968). “Effect of tension of stability of embankment. Journal of the Soil Mechanics and Foundation Division.” ASCE, Vol. 94, No. SM5, pp. 1159-1173.Google Search
22 
Suklje, L. (1969). “Rheological aspects of soil mechanics.” Wiley Interscience, pp. 456-473.Suklje, L. (1969). “Rheological aspects of soil mechanics.” Wiley Interscience, pp. 456-473.Google Search
23 
Zhang, M. H. and Gjorv, O. E. (1991). “Mechanical properties of high-strength lightweight concrete.” ACI Materials Journal, Vol. 88, No. 3, pp. 240-247.Zhang, M. H. and Gjorv, O. E. (1991). “Mechanical properties of high-strength lightweight concrete.” ACI Materials Journal, Vol. 88, No. 3, pp. 240-247.Google Search