Factors influencing undrained strength of fine-grained soils at high water contents

ABSTRACT

Understanding the undrained strength of fine-grained soils has been of interest to geotechnical researchers from many practical considerations. In several civil engineering applications, water content of soil is quite high being near or above the liquid limit of soils, and understanding the factors responsible for imparting the strength of soil at high water contents is of great significance. Recently, it has been reported in the literature that the shear strength of soils at these limiting water contents has significant variation. However, the reasons and the factors that probably influence for this variation have not been reported in the literature. This experimental investigation is an attempt in the direction of understanding the reasons for the variation in the undrained strength at higher limiting water content, namely liquid limit considering the various influencing factors like clay mineralogy and fine-sand content present in soil used for determining liquid limit. The results from this study are quite revealing and have been explained based on the mechanisms controlling the undrained strength at liquid limit.

KEYWORDS:

• Undrained strength
• clays
• liquid limit
• clay mineralogy
• fine-grained soils

Disclosure statement

No potential conflict of interest was reported by the authors.

Additional information

Funding

This part of the experimental work was funded by BMS College of Engineering under In-house Research Funding [BMS In-house Research Funding 2012].