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SHEAR STRENGTH AND VOID RATIO OF UNSATURATED SOIL WITH DIFFERENT INITIAL VOID RATIO AT FAILURE, CRITICAL STATE
SASAHARA, Katsuo
SAKAI, Naoki
KURIHARA, Junichi
Doboku Gakkai Ronbunshuu C, Vol. 64 (2008), Iss. 2 P.197
https://doi.org/10.2208/jscejc.64.197 [Citations: 0]Tabs navigation
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