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The results showed that geocell reinforces the unbound aggregate thus reducing the deformation along with the reduction in the required thickness of the aggregate layer of unpaved roads.
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Resilient modulus is a key property of unbound aggregate layers for construction quality assurance and mechanistic-empirical pavement design.
Finally, the benefits of geosynthetic reinforcement was quantified, within the context of the AASHTOWare Pavement ME Design guide, in terms of increasing the resilient modulus of base course layer and/or reducing the thickness of base aggregate layer in pavement structure.
It is evident from the studies that geogrids contributed to improved performance as well as reduction in thickness of the aggregate layer.
Importantly, this enhancement of bacterial concentration and activity persisted long after the marine snow aggregates settled through the tank that is, 10 times longer than the duration of the aggregate layer at the density interface.
An embedded shear wave system (ESWS) using the bender elements was developed for the characterization of a constructed aggregate layer.
The field test results show that the shear modulus of the constructed aggregate layer increases as the moisture in the field evaporates.
The results of the sensitivity analysis underscores the influence of aggregate angularity, fines content, surface macro-texture, as well as the parameters of the stress path tests, on the orthogonal load distribution capacity of aggregate layers.
The article presents an analysis of the results of research on aggregate layers placed on weak soil reinforced with geosynthetic conducted by using Light Falling Weight Deflectometer (LFWD).
A power relationship between the shear wave velocity and applied confining pressure was established in laboratory tests to evaluate the average stress state of constructed aggregate layers by using shear wave transducers.
Shear deformations caused primarily by large shear stresses in the upper portions of the asphalt-aggregate layer(s) are dominant.
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