Micro-fabric transformation of Taleqan white clay under constant volume swelling condition

作者：Langroudi Arya Assadi; Yasrobi S Shahaboddin^*

来源：Engineering Geology, 2010, 116(3-4): 207-217.

DOI：10.1016/j.enggeo.2010.09.003

• Swelling soils
• Micro fabric
• Transformation
• Constant volume

Expansiveness has been widely discussed for a long time The stress deformation response of swelling soils is intimately associated with several factors including clay mineralogy soil fabric, and geochemistry of the pore fluid What presently is lacking is research on the changes of micro-fabric due to the swelling volume changes As a basis for tackling the swelling problem we need a better understanding of the swelling mechanism at the micro-scale and we need to engage with the micro-fabric transformation which is a gap in the knowledge To explore the swelling-induced changes in particles geometric arrangement a series of constant volume (CV) swelling tests (ASTM D 4546) were performed on clay specimens of wide range of plasticity Pre- and post-swelled spec

• 出版日期2010-11-23