One dimensional formulae for time-dependent compression characteristics of over-consolidated clays

Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

Laurits Bjerrum · Géotechnique · 1967 · 910 citations

Engineering, Civil Engineering, Geology +13

Viscous–elastic–plastic modelling of one-dimensional time-dependent behaviour of clays

Jian‐Hua Yin, J. Graham · Canadian Geotechnical Journal · 1989 · 289 citations

Engineering, Civil Engineering, Foundation Engineering +16

Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplast

Toshihisa Adachi, Fusao Oka · SOILS AND FOUNDATIONS · 1982 · 276 citations

Engineering, Civil Engineering, Materials Engineering +11

Interpretation of the Consolidation Test

Carl B. Crawford · Journal of the Soil Mechanics and Foundations Division · 1964 · 127 citations

Engineering, Earth Sciences, Soil Sciences +14

Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplasticity

紀尚 足立, 二三生 岡 · 土質工学会論文報告集 · 1982 · 124 citations

Engineering, Civil Engineering, Materials Engineering +13