چکیده مقاله
Clay is one of the sensitive soil types in civil engineering projects, especially during road embankment construction When exposed to surface water from rain and melted snow, clay absorbs water, leading to swelling and volume increase Conversely, when ambient temperature rises, the loss of moisture and creation of voids in clayey soil layers result in shrinkage, volume reduction, and a decrease in bearing capacity The aim of the present research is to investigate the effect of an mineral polymeric material on Tabriz clay for application in road pavement layer construction In this study, clay was mixed with the polymeric material at concentrations of 4%, 6%, and 10%, and cured for 28 days To achieve the research objectives, tests for plastic properties, compaction, and California Bearing Ratio CBR in both dry and saturated conditions were conducted The results indicate that when the polymer content reaches 10%, the plasticity index of the stabilized clay decreases by 36% Furthermore, the California Bearing Ratio increases by 16 6% These conditions suggest the feasibility of using the optimized mix for constructing road subgrade layers
کلیدواژهها
نویسندگان
Mohammad Mosavi
M Sc of Geotechnical Engineering, Department of Civil Engineering, Islamic Azad University, Tabriz, Iran
Rouzbeh Dabiri
Associate Professor, Department of Civil Engineering, Islamic Azad University, Tabriz, Iran
شیوه ارجاع
Mosavi, Mohammad and Dabiri, Rouzbeh,1404,Application of Organo-Polymer-Stabilized Clay in Road Pavement Layers Construction,The Second National Conference on the Era of Technology Explosion: Artificial Intelligence, a Transformation in Industry, Trade, and Supply Chain,Tabriz
ارائهشده در
مجموعه مقالات دومین کنفرانس ملی عصر انفجار تکنولوژی؛ هوش مصنوعی، تحولی در صنعت، تجارت و زنجیره تامین17 مهر 1404 · تبریز