You are being redirected because this document is part of your ASTM Compass® subscription.
    This document is part of your ASTM Compass® subscription.


    Geotechnical Aspects of Leaching of Carbonates from Loessial Soils

    Published: 0

      Format Pages Price  
    PDF (272K) 15 $25   ADD TO CART
    Complete Source PDF (3.8M) 197 $55   ADD TO CART


    A study was made of the changes that occur in the geotechnical properties of loessial soils as a result of leaching of carbonates from the soil matrix. Profiles of particle-size distribution, carbonate content, preconsolidation pressure, undrained shear strength, and soil index properties are reported for loess deposits from a study area in the midcontinental United States. The study revealed that abrupt changes in clay content, carbonate content, and soil unit weight mark the boundary between leached and unleached portions of the deposits. The leached soils are soft, low-to-medium sensitivity clayey silts having undrained shear strengths as low as 8 kPa (1.2 psi). Leaching of carbonates was found to have increased the soil compression index by a factor of approximately 1.5 and reduced the undrained shear strength to less than one-half of the unleached soil. The mechanism of leaching and its effects on soil behavior are discussed.


    soil, leaching, carbonates, loess, consolidation, shear strength

    Author Information:

    Lamb, RO
    Senior Geotechnical Engineer, Trinity Engineering Testing Corp., Austin, TX

    Committee/Subcommittee: D18.05

    DOI: 10.1520/STP23545S