Developing a model to predict pavement roughness development on expansive soils /

Volumetric change is a property exhibited by expansive soils.

Bibliographic Details
Main Author: Nyangaga, Francis Nyakeya, 1957-
Format: Thesis Book
Language:English
Published: [Place of publication not identified] : [publisher not identified] ; 1996.
Subjects:
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Description
Summary:Volumetric change is a property exhibited by expansive soils.
Moisture in expansive soils determines the amount of swell or
shfinkage in the expansive soil and is dependent on many
factors. Some of these are the climatic environment, the
vegetation on the soil, the drainage of the site, the amount
and type of clay within the expansive soil, the thickness of
the layer of expansive soil and its active zone, and the
depth of the water table. As the expansive soil loses
moisture, shrinkage occurs and the soil matric generates
large negative pore pressure or suction pressure. As a
relatively dry expansive soil gains moisture, the suction
pressures within are relieved and the soil expands. This
dissertation examines the cumulative effects of controlling
moisture movement within the subgrade of a pavement by using
vertical moisture barriers and how loss of performance on
highway pavements built on expansive soils can be managed.
Using the moisture balance process of the Thomthwaite
Moisture Index the probable maximum, minimum and mean annual
moisture depths in an expansive soil subgrade are obtained.
The Suction Compression Index (SCI) and the unsaturated
hydraulic conductivity and diffusivity are used to
characterize the subgrade soil. The SCI of the expansive
soil is obtained as a function of the activity of the soil
(PI/%fine clay) and the cation exchange activity (CEC/%fine
clay). The diffusivity is determined
Item Description:Vita.
"Major Subject: Civil Engineering".
Physical Description:xvi, 182 leaves : illustrations ; 28 cm.
Issued also on microfiche from University Microfilms Inc.
Bibliography:Includes bibliographical references.