Author:
Nguyen Vu P. Q.,Kikumoto Mamoru
Reference17 articles.
1. Rosco, K.H., Schofileld, A.N., Thurairajah, A.: Yielding of clays in states wetter than critical. Géotechnique 13, 211–240 (1963)
2. Wood, D.M.: Soil behavior and critical state soil mechanics, Cambridge University Press (2007)
3. Hashiguchi, K., Ueno, M.: Elastoplastic constitutive laws of granular media. Proc. JSCE 227, 45–60 (1977)
4. Al-Hattamleh, O.H., Al-deeky, H.H., Akhtar, M.N., Al, E.T.: The consequence of particle crushing in engineering properties of granular materials. Int. J. Geosci. 4, 1055–1066 (2013)
5. Datta, M., Gulhati, S.K., Rao, G.V.: An appraisal of the existing practice of determining the axial capacity of deep penetration piles in calcareous soils. In: Proceedings of the 12th Annual Offshore Technology Conference, Houston, TX 4, pp. 119–130 (1980)