Effects of internal erosion on mechanical properties evaluated by triaxial compression tests
作者： M. Sato , R. Kuwano
关键词: Internal erosion 、 Geotechnical engineering 、 Triaxial compression 、 Triaxial shear test 、 Structural engineering 、 Environmental science
摘要:
sci-hub.se 参考文章(4)
T. C. Kenney, D. Lau, Internal stability of granular filters Canadian Geotechnical Journal. ,vol. 22, pp. 215- 225 ,(1985) , 10.1139/T85-029
P.-Y. HICHER, Modelling the impact of particle removal on granular material behaviour Geotechnique. ,vol. 63, pp. 118- 128 ,(2013) , 10.1680/GEOT.11.P.020
Iman Haghighi, Christophe Chevalier, Myriam Duc, Sylvine Guédon, Philippe Reiffsteck, Improvement of Hole Erosion Test and Results on Reference Soils Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 139, pp. 330- 339 ,(2013) , 10.1061/(ASCE)GT.1943-5606.0000747
M Sato, R Kuwano, Effect of internal erosion on deformation characteristics in the triaxial compression test CRC Press. pp. 233- 239 ,(2014) , 10.1201/B17703-28