References
- Alshibli, K.A., Batiste, S.N., and Sture, S., 2003. Strain localization in sand: plane strain versus triaxial compression. Journal of Geotechnical and Geoenvironmental Engineering, 129 (6), 483–494. doi:10.1061/(ASCE)1090-0241(2003)129:6(483)
- Bellotti, R., Formigoni, G., and Jamiolkowski, M., 1975. Remarks on the effects of overconsolidation on ko. Proceedings of the Istanbul conference on soil mechanics and foundation engineering, Turkiye.
- Bishop, A.W., 1966. The strength of soil as engineering materials. Geotechnique, 16 (2), 91–130. Sixth Rankine lecture. doi:10.1680/geot.1966.16.2.91.
- Bolton, M.D., 1986. The strength and dilatancy of sand. Geotechnique, 36 (1), 65–78. doi:10.1680/geot.1986.36.1.65
- Budhu, M., 2000. Soil mechanics & foundations. New York: John Wiley & Sons, Inc.
- Castellanos, B. and Brandon, T.L., 2013. A comparison between the shear strength measured with direct shear and triaxial devices on undisturbed and remolded soils. Proceedings of the 18th international conference on soil mechanics and geotechnical engineering, Paris.
- Cioara, S., Stanciu, A., and Lungu, I., 2014. Comparative study on determining the Internal friction angle for sand. Buletinul Institutului Politehnic Din IASI. CONSTRUCTII. ARHITECTURA.
- Cornforth, D.H., 1964. Some experiments on the influence of strain conditions on the strength of sand. Geotechnique, 14, 143–166. doi:10.1680/geot.1964.14.2.143
- Hanna, A.M., 2001. Determination of plane-strain shear strength of sand from the results of triaxial tests. Canadian Geotechnical Journal, 38 (6), 1231–1240. doi:10.1139/t01-064
- Hanna, A.M. and Massoud, N., 1981. Interlocking of granular materials in two and three-dimensional shear failure. Proceeding of the Eight Canadian Congress Of Applied Mechanics [CANCAM81], Moncton, and N.B.
- Hanna, A.M., Massoud, N., and Youssef, H., 1987. Prediction of plane strain angle of shearing resistance from direct shear test results. Proc. Prediction and Performance in Geotechnical Engineering, Calgary, Canada, pp. 369–376
- Hansen, J.B., 1961. A general formula for bearing capacity. Danish Geotechnical Institute, Bulletin, 11, 38–46.
- Horne, M.R., 1965. The behavior of an assembly of rotund, rigid cohesionless particles. Proceedings of the Royal Society, 286, 62–91.
- Hwang, H.S., et al., 2016. Comparison of shear strength characteristics of unsaturated soil from triaxial compression tests with direct shear tests. Journal of Korean Geosynthetics Society, 15 (4), 63–69. doi:10.12814/jkgss.2016.15.4.063
- Lade, P. and Lee, K.L., 1976. Engineering properties of soils. Los Angeles: University of California, Report UCLA-ENG-7652.
- Lee, K.L., 1970. Comparison of plane strain and triaxial tests on sand. Journal of Soil Mechanics and Foundation Division, ASCE, 96, 901–908.
- Maccarini, M., 1993. A comparison of direct shear box tests with triaxial compression tests for a residual soil. Geotechnical and Geological Engineering, 11 (2), 69–80. doi:10.1007/BF00423336
- Mayerhof, G.G., 1976. Bearing capacity and settlement of pile foundations. Journal of the Geotechnical Engineering Division, ASCE, 102 (3), 195–228.
- Mayne, P.W. and Kulhawy, F.H., 1982. ko-OCR relationship in soils. Journal of the Geotechnical Engineering Division, ASCE, 108 (6), 851–872.
- Nash, K.L., 1953. The shearing resistance of a fine, graded sand. In Proceedings from the 3rd International Conference on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, 1, pp. 160–164.
- Peters, J., Lade, P., and Bro, A., 1988. Shear band formation in triaxial and plane strain tests. In: R. Donaghe, R. Chaney, and M. Silver, eds.. Advanced triaxial testing of soil and rock, ASTM, STP 977. ASTM, 604–627.
- Rowe, P.W., 1962. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. In Proceeding of the Royal Society, Series A, 269, 500–527. doi:10.1098/rspa.1962.0193
- Rowe, P.W., 1969. The relation between the shear strength of sands in triaxial compression and plane strain. Geotechnique, 19 (1), 75–86. doi:10.1680/geot.1969.19.1.75
- Schmidt, B., 1966. Discussion of “Earth pressure at rest related to stress history”, by Brooker E.W. and Ireland H.O. Canadian Geotechnical Journal, 3 (4), 148–161. doi:10.1139/t66-028
- Simons, N.E., 1958. Discussion on general theory of earth pressure. In Proceedings by Brussels Conference on Earth Pressure Problems, Brussels, Belgium 3, 50–53.
- Wood, C.C., 1958. Shear strength and volume change characteristics of compacted soil under condition of plane strain. Ph.D. Thesis. University of London.