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.
|
2 |
Allen, A. (2001). "Contaminant landfills: The Myth of Substantiality." Engineering Geology, Vol. 60, pp. 3-19.
DOI
ScienceOn
|
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.
|
4 |
Carniero, F. B. and Barcellos, A. (1953). "Tensile strength of concretes." RILEM Bulletin, No. 13, pp. 97-123.
|
5 |
Fang, H. Y. and Fernandez, J. (1981). "Determination of tensile strength of soils by unconfined-penetration test." ASTM ATP 740, pp. 130-144.
|
6 |
Frydman, S. (1964). "The applicability of the Brazilian (indirect tension) test to soils." Aust. J. Appl. Sci, Vol. 15, pp. 335-343.
|
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.
|
8 |
Griffith, A. A. (1924). "Theory of rupture." Proc. 1st. Int. Congr. Applied Rock Mechanics, Delft, pp. 55-63.
|
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 |
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.
|
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.
DOI
ScienceOn
|
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.
|
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.
|
14 |
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.
|
15 |
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).
|
16 |
KS F 2405 (2010). "Standard test method for compressive strength of concrete." Korean Industrial Standards (in Korean).
|
17 |
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).
|
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).
|
19 |
Patent No. 10-1327018 (2013). "Tension test apparatus having tension test device and method for tension test." (in Korean).
|
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.
|
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.
|
22 |
Suklje, L. (1969). "Rheological aspects of soil mechanics." Wiley Interscience, pp. 456-473.
|
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.
|