Determination of Soil Parameters to Analyze Mechanical Behavior Using Lade's Double-Surface Work-Hardening Model

References

• Ham, T.-G., Y. Nakata, R. Orense, and M. Hyodo. 2010. Influence of water on the compression behavior of decomposed granite soil. Journal of Geotechnical and Geoenvironmental Engineering 136(5): 679–705. doi:10.1061/(asce)gt.1943–5606.0000274
   Google Scholar
• Hong, W. P. and P. V. Lade. 1989. Strain increment and stress directions in torsion shear tests. Journal of Geotechnical Engineering 115(10): 1388–401. doi:10.1061/(asce)0733-9410(1989)115:10(1388)
   Google Scholar
• Hossain, A. and J.-H. Yin. 2010a. Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests. Journal of Geotechnical and Geoenvironmental Engineering 136(1): 189–98. doi:10.1061/(asce)gt.1943-5606.0000189
   Web of Science ®Google Scholar
• Hossain, A. and J.-H. Yin. 2010b. Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil. Canadian Geotechnical Journal 47(10): 1112–26. doi:10.1139/t10–015
   Web of Science ®Google Scholar
• Hossain, A. and J.-H. Yin. 2014. Dilatancy and strength of an unsaturated soil-cement interface in direct shear tests. International Journal of Geomechanics: 04014081. doi:10.1061/(ASCE)GM.1943–5622.0000428
   PubMed Web of Science ®Google Scholar
• Karimpour, H. and P. V. Lade. 2010. Time effects relate to crushing in sand. Journal of Geotechnical and Geoenvironmental Engineering 136(9): 1209–19. doi:10.1061/(asce)gt.1943–5606.0000335
   Web of Science ®Google Scholar
• Kumruzzaman, M. and J.-H. Yin. 2010. Influences of principal stress direction and intermediate principal stress on the stress–strain–strength behaviour of completely decomposed granite. Canadian Geotechnical Journal 47(2): 164–79. doi:10.1139/t09-079
   Web of Science ®Google Scholar
• Kwon, Y. C. and S. W. Oh. 2011. Physical and mechanical properties of decomposed granite soils sampled in Cheongju, Korea. International Journal of the Physical Sciences 6(24): 5777–94.
   Google Scholar
• Lade, P. V. 1978. Prediction of undrained behaviour of sand. Journal of Geotechnical Engineering Division, ASCE 104(GT6): 721–35.
   Google Scholar
• Lade, P. V. and P. Daniel. 1989. Comparison of single and double hardening constitutive models for frictional materials. Numerical Models in Geotechnique, NUMOG III, pp. 147–54. London: Elsevier Applied Science.
   Google Scholar
• Lade, P. V. and J. M. Duncan. 1977. Cubical triaxial tests on cohesionless soils. Journal of SMEF Division, ASCE 99(SM10): 755–812.
   Google Scholar
• Lade, P. V. and M. K. Kim. 1988. Single hardening constitutive model for frictional materials III. Comparisons with experimental data. Computers and Geotechnics 6(1): 31–47.
   Google Scholar
• Lade, P. V. and H. M. Musante. 1977. Failure conditions in sand and remolded clay. Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, pp. 181–86.
   Google Scholar
• Lan, H. X., R. L. Hu, Z. Q. Yue, C. F. Lee, and S. J. Wang. 2003. Engineering and geological characteristics of granite weathering profiles in South China. Journal of Asian Earth Sciences 21(4): 353–64. doi:10.1016/s1367–9120(02)00020–2
   Web of Science ®Google Scholar
• Miura, N. and S. O-Hara. 1979. Particle-crushing of a decomposed granite soil under shear stresses. Soils and Foundations 19(3): 1–14. doi:10.3208/sandf1972.19.3_1
   Google Scholar
• Ng, C. W. W., W. T. Fung, C. Y. Cheuk, and L. Zhang. 2004. Influence of stress ratio and stress path on behavior of loose decomposed granite. Journal of Geotechnical and Geoenvironmental Engineering 130(1): 36–44. doi:10.1061/(asce)1090–0241(2004)130:1(36)
   Web of Science ®Google Scholar
• Oh, S. and Y. Kwon. 2014. Use of Lade's single surface work hardening model to investigate mechanical behavior of decomposed soils. Marine Georesources & Geotechnology: 141217134114005. doi:10.1080/1064119X.2014.954684
   Web of Science ®Google Scholar
• Roscoe, K. H., C. P. Wroth, and A. N. Schofield. 1958. On the yielding of soils. Géotechnique 8: 22–53. doi:10.1680/geot.1958.8.1.22
   Google Scholar
• Wang, S. Y., D. H. Chan, K. C. Lam, and S. K. A. AU. 2010. Numerical and experimental studies of pressure-controlled cavity expansion in completely decomposed granite soils of Hong Kong. Computers and Geotechnics 37(7–8): 977–90. doi:10.1016/j.compgeo.2010.08.006
   Web of Science ®Google Scholar
• Yin, J.-H. 2009. Influence of relative compaction on the hydraulic conductivity of completely decomposed granite in Hong Kong. Canadian Geotechnical Journal 46(10): 1229–1235. doi:10.1139/t09-053
   Web of Science ®Google Scholar