A STUDY OF THE STRESS-STRAIN-TIME BEHAVIOR OF SATURATED CLAYS BASED ON A THEORY OF NONLINEAR VISCOELASTICITY
MURAYAMA, SAKURO, SEKIGUCHI, HIDEO, UEDA, TAKAOVolume:
14
Year:
1974
Journal:
SOILS AND FOUNDATIONS
DOI:
10.3208/sandf1972.14.2_19
File:
PDF, 1.15 MB
1974