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Weather-related geo-hazard assessment model for railway embankment stability
The primary objective of this thesis is to develop a model for quantification of weather-related railway embankments hazards. The model for quantification of embankment hazards constitutes an essential component of a ...
The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils
The International Conference on Soil Mechanics and Foundation Engineering in 1936 was perhaps the first international forum which brought unsaturated soil problems to the attention of geotechnical engineers. Since then, ...