Comparison of the resilient modulus and the Calfornia Bearing Ratio in case of stabilized soils
Comparison of the resilient modulus and the Calfornia Bearing Ratio in case of stabilized soils
Marta Back; Janos Szendefy
17th European Conference on Soil Mechanics and Geotechnical Engineering
A.1 - Investigation by laboratory tests
Soil Mechanics, Stabilization
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