Page 263 - Geotechnical Engineering Soil and Foundation Principles and Practice
P. 263

Soil Consistency and Engineering Classification
                258   Geotechnical Engineering

                 Figure 12.9
                 Seasonal volume
                 changes in Poona
                 clay, India. Left
                 graph shows that
                 expandability is
                 limited to the upper
                 meter despite
                 deeper variations
                 in moisture
                 content. (From
                 Katti and Katti,
                 1994.)


                                    12.8.7   Summary of Factors Influencing Expandability

                                    The amount of expansion that can be anticipated depends on at least seven
                                    variables: (1) clay mineralogy, and (2) clay content, both of which are reflected in
                                    the consistency limits; (3) existing field moisture content; (4) surcharge pressure;
                                    (5) whether or not the soil is remolded; (6) thickness of the expanding layer; and
                                    (7) availability of water.



                                    12.8.8   Thickness of the Active Layer
                                    One of the most extensive expansive clay areas in the world is in India, but
                                    detailed field investigations indicate that only about the upper 90 cm (3 ft) of the
                                    expansive soil actually experiences seasonal volume changes. Below that depth
                                    the clay is volumetrically stable, even though, as seen in the second graph
                                    of Fig. 12.9, the moisture content is not. As previously indicated, saturation is
                                    not required for full expansion of Ca-smectite, which is the most common
                                    expansive clay.

                                    The surficial layer involved in seasonal volume change is called the active layer,
                                    and determines the depth of shrinkage cracking and vertical mixing, which by
                                    disrupting the soil structure tends to increase its expandability.

                                    Example 12.1
                                    Calculate the seasonal ground heave from data in Fig. 12.9.
                                    Answer: If the soil is divided into three layers, 0–30, 30–60, and 60–90 cm, average increases
                                    in density from the left-hand graph are approximately 0.5/1.22 ¼ 41%; 0.2/1.3 ¼ 15%; and
                                    0.1/1.3 ¼ 8%, respectively. Multiplying these percentages by the layer thicknesses gives total
                                    volume changes from the dry to the wet seasons of (0.41 þ 0.15 þ 0.08)   30 ¼ 19 cm
                                    (7.5 in.). However, part of this will go toward closing open ground cracks, in which case
                                    one-third of the volume change will be directed vertically, about 6 cm or 2.5 in. The answer

                            Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com)
                                               Copyright © 2007 The McGraw-Hill Companies. All rights reserved.
                                                  Any use is subject to the Terms of Use as given at the website.
   258   259   260   261   262   263   264   265   266   267   268