You are not currently logged in.
Access your personal account or get JSTOR access through your library or other institution:
If You Use a Screen ReaderThis content is available through Read Online (Free) program, which relies on page scans. Since scans are not currently available to screen readers, please contact JSTOR User Support for access. We'll provide a PDF copy for your screen reader.
The Importance of Pore Water Chemistry on Mechanical and Engineering Properties of Clay Soils
I. T. Rosenqvist
Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences
Vol. 311, No. 1517, Clay Minerals: Their Structure, Behaviour and Use (Jun. 14, 1984), pp. 369-373
Published by: Royal Society
Stable URL: http://www.jstor.org/stable/37330
Page Count: 5
Since scans are not currently available to screen readers, please contact JSTOR User Support for access. We'll provide a PDF copy for your screen reader.
Preview not available
The classical Coulomb--Terzaghi shear strength equation, s = c + (σ - u) tan φ , depends not only upon mechanical and mineralogical factors, but to a high degree upon the total chemistry of the system. Changes in chemistry owing to natural and anthropogenic factors may change the strength properties of a given clay soil at a given water content. The classical example of slow acting chemical changes is the development of quick clay properties. Modern infiltration of different electrolytes and detergents from leaking sewer systems may change shear strength and compressibility of the ground. These processes are different in clays of expanding and non-expanding minerals. The importance of the different cation species seems to depend upon valency and polarizability. Influence of anions is more complicated and depends upon interaction with edge charges and the crystalline properties of the clay minerals.
Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences © 1984 Royal Society