journal article·2014-11

Role of osmotic suction in volume change of clays in salt solution

Yongfu Xu, Guosheng Xiang, Hao Jiang, Tao Chen, Feifei Chu

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Abstract

Abstract The volume change behaviour is usually expressed by different curves of e – p when concentrated pore fluids are introduced to clays. Increase in effective stress from osmotic suction in salt solution and increase in inter-particle attraction from the pore-water salt concentration in salt-clay system. The void ratio is smaller in the salt solution with higher concentration under the same vertical overburden pressure, and it results the different curves of e – p in salt solution with different concentration. This paper aims to express the e – p relationship using a unique curve for clays in salt solution with different concentration. A conceptual model is proposed to explain the influence of osmotic suction on the volume change of clays in a quantitative way. A new formula for effective stress is proposed as p e = p + p π incorporating with osmotic suction ( π ), and p π = ( p / π ) D ‐ 2 π . Experimental data for volume change of clays in NaCl solution with different concentration can be expressed by a unique curve using the proposed effective stress.
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Research context

OpenAlex topics: Soil and Unsaturated Flow · Grouting, Rheology, and Soil Mechanics · Geotechnical Engineering and Soil Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

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