The Effect of Random Inclusion of Teff Straw on Shear Strength Characteristics of Addis Ababa Expansive Soil
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Date
2020-06
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Addis Ababa University
Abstract
Investigation of agricultural crop products as a reinforcement material in Geotechnical
engineering has brought both economic and environmental advantages due to rising cost
of the physical and/or chemical methods of conventional soil stabilization.
In Ethiopia, there is huge byproduct of teff straw which is used as reinforcing material for
the locally constructed mud houses. This research work focuses on using of teff straw
with varying percentages and examines its effects on shear strength characteristics of
expansive soils. The laboratory investigations conducted includes particle size analysis,
free swell test, Atterberg limit tests, unsoaked CBR tests and unconfined compression
tests.
Accordingly, the investigation of the soil belongs to A-7-5 class of soil in the AASHTO
classification system and CH in the USCS classification which has very poor strength.
The soil was reinforced with teff straw in stepped proportions of 0.2%,0.4%,0.6%,0.8%
and 1% by dry weight of soil.
The test results reveal that the inclusion of randomly distributed teff straw in the soil
increases unconfined compressive strength and unsoaked CBR values and reduces the
liquid limit and plasticity index of the treated soil.
It is observed that the optimum teff straw content for achieving maximum unconfined
compressive strength and unsoaked CBR is 0.6% in terms of dry weight of the soil.
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Keywords
Teff straw,, unconfined compression test, unsoaked CBR test