Old Web
English
Sign In
Acemap
>
Paper
>
Experimental study on effect of K 0-consolidation condition on cyclic shear behaviour of granular soils
Experimental study on effect of K 0-consolidation condition on cyclic shear behaviour of granular soils
2017
M Luan
Z. D. Zhang
D Jin
Y. He
C. S. Xu
Keywords:
Geotechnical engineering
Soil water
Consolidation (soil)
Geology
Shear (sheet metal)
cyclic shear
Materials science
Correction
Source
Cite
Save
Machine Reading By IdeaReader
1
References
0
Citations
NaN
KQI
[]