Abstract
References
1.Armaleh, S.H., Desai, C.S. (1990), Modeling Include Testing of Cohesionless Soils under Disturbed State Concept, Report to the NSF, Dept. of Civil Engrg. and Engrg. Mech., Univ. of Arizona, Tuscon, Arizona. 2.Christensen, T.H., Kjeldsen, P., Albrechtsen, H.J., Heron, G., Noelsen, P.H., Bjerg, P.L., Holm, P.E. (1994), Attenuation of Landfill Leachate Pollutants in Aquifers, Crit, Rev. Environ. Sci. Technol., Vol. 24, pp. 119-202. 3.Kwak, C.W., Park, I.J., Park, J.B. (2013)a, “Modified cyclic shear test for evaluating disturbed function and numerical formulation of geosynthetic-soil interface considering chemical effect”, Geotechnical Testing Journal, Vol. 36, No. 4, pp. 553-567. 4.Kwak, C.W., Park, I.J., Park, J.B. (2013)b, “Evaluation of disturbance function for geosyn-thetic-soil interface considering chemical reactions based on cyclic direct shear tests”, Soils and Foundations, Vol. 53, No. 5, pp. 720-734. 5.Ladd, R.S. (1978), “Preparing test specimens using undercompaction”, Geotechnical Testing Journal, Vol. 1, No. 1, pp. 16-23. 6.Park, I.J., Desai, C.S. (2000), “Cyclic behavior and liquefaction of sand using disturbed state concept”, Jouranal of Geotechnical and Geoenvi-ronmental Engineering, ASCE, Vol. 126, No. 9, pp. 834-846.
Information
- Publisher :Korean Tunneling and Underground Space Association
- Publisher(Ko) :한국터널지하공간학회
- Journal Title :Journal of Korean Tunnelling and Underground Space Association
- Journal Title(Ko) :한국터널지하공간학회 논문집
- Volume : 18
- No :2
- Pages :213-220
- Received Date : 2016-03-07
- Revised Date : 2016-03-16
- Accepted Date : 2016-03-17
- DOI :https://doi.org/10.9711/KTAJ.2016.18.2.213


Journal of Korean Tunnelling and Underground Space Association







