Damaging Effect of Tree Types on Roughness Progression Rates in Pavements Characterised with Alluvial Expansive Subgrades

Author:

Ahmed Md Yeasin,Evans Robert,Imteaz Monzur Alam

Publisher

Springer Singapore

Reference22 articles.

1. Anderson, J., Fadul, K.E., O’connor, G.: Factors affecting the coefficient of linear extensibility in Vertisols. Soil Sci. Soc. Am. J. 37, 296–299 (1973)

2. Finn, W., Strom, B.: Nature and magnitude of swell pressure. In: Highway Research Board Proceedings (1958)

3. Franzmeier, D., Ross, S.: Soil swelling: laboratory measurement and relation to other soil properties. Soil Sci. Soc. Am. J. 32, 573–577 (1968)

4. Komornik, A., Zeitlen, J.: An apparatus for measuring lateral soil swelling pressure in the laboratory. In: Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, 278–281(1965)

5. Simic, D.: Evaluation of roadbed potential damage induced by swelling/shrinkage of the subgrade. In: 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France (2013)

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