0000000000056569

AUTHOR

Enrique Romeroe. Romero

showing 1 related works from this author

Volume change behaviour of a compacted scaly clay during cyclic suction changes

2010

The research presented in this paper focuses on the investigation and modelling of the volume change response of compacted tectonised clay samples subjected to several wetting and drying cycles in controlled-suction oedometers. Oedometer tests were carried out under different values of constant vertical net stress, and wetting and drying cycles were performed varying applied matric suction between 10 and 800 kPa. The investigation was complemented with a study of the material microstructure to support the interpretation of the overall mechanical response. At a microscopic level, the material is characterized by different types of particle assemblages, scales, and clay aggregates. One of th…

SuctionMaterials sciencecompacted clay wetting-drying cycles controlled-suction double structure soil test simulationSettore ICAR/07 - GeotecnicaHumiditywetting–drying cyclesdouble structure soilVolume changeGeotechnical Engineering and Engineering Geologycontrolled suctionVolume (thermodynamics)Geotechnical engineeringtest simulation.Wettingcompacted clayCivil and Structural EngineeringCanadian Geotechnical Journal
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