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Study of the structure of a sensitive Champlain clay and of its evolution during consolidation

 

作者: Pierre Delage,   Guy Lefebvre,  

 

期刊: Canadian Geotechnical Journal  (NRC Available online 1984)
卷期: Volume 21, issue 1  

页码: 21-35

 

ISSN:0008-3674

 

年代: 1984

 

DOI:10.1139/t84-003

 

出版商: NRC Research Press

 

数据来源: NRC

 

摘要:

Scanning electron microscopy and mercury intrusion porosimetry are used in parallel to identify the structure of a medium sensitivity Champlain clay. The clay structure is observed firstly on intact, remolded, and oven-dried soils and secondly on soils consolidated at various levels in one-dimensional compression. Both methods of investigation reveal for the intact soil the existence of an aggregated structure characterized by an interaggregate and an intra-aggregate porosity. Remolding affects interaggregate links but does not destroy aggregates.The observation of clay structure at various levels of one-dimensional compression shows that the collapse of the structure is progressive, the largest interaggregate pores being the first affected. As the consolidation proceeds, smaller and smaller pores are affected. For a given pressure increment, only the largest existing pores are affected. A structure anisotropy has been seen to develop with increasing compression.The scanning electron microscope and the mercury intrusion porosimeter used in conjunction with each other appear as a powerful approach for clay structure observation.Keywords: natural clay, microstructure, freeze-drying, porosimetry, microscopy, consolidation, aggregate.

 

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