ce = 0 Hypothesis for Normally Loaded Clays at Equilibrium

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    4. ce = 0 Hypothesis for Normally Loaded Clays at Equilibrium



ce = 0 Hypothesis for Normally Loaded Clays at Equilibrium


P. W. Rowe


4th International Conference on Soil Mechanics and Foundation Engineering (London)



Soil Properties and their Measurement



Soil Mechanics

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International Society for Soil Mechanics and Geotechnical Engineering

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