@article{Shin To Amiri_Ramli Nazir_Ali Dehghanbanadaki_2018, title={EXPERIMENTAL STUDY OF GEOTECHNICAL CHARACTERISTICS OF CRUSHED GLASS MIXED WITH KAOLINITE SOIL}, volume={14}, url={https://geomatejournal.com/geomate/article/view/2609}, abstractNote={<p>The Geotechnical properties of adding crushed curbside-collected glass to Kaolinite S300 with<br>various percentages of 10 to 50% were experimentally evaluated. Crushed glass passing the 2.36 mm (#8)<br>sieve, and retaining on 1.18 mm (#16) selected for this study is collected from a different area in Johor Bahru,<br>Malaysia. Measured hydraulic conductivities were on the order of 2.33E-6 and 1.87E-5 for 10% and 50%<br>respectively. The result shows increment in the maximum dry density from 1.615 3 at 10% to<br>1.908 <em>mg/m<sup>3</sup></em> at 50% of addition of crushed glass with the optimum moisture content of 18.35% and 7.4%<br>respectively. Friction angles from the direct shear test were evaluated between 12 to 25 degrees at normal<br>stresses of 56.4 to 219.9 kPa. The result shows that the unconfined compression strength of Kaolinite S300<br>mixed with crushed glass is increased from 5.26 kPa at 10% addition of crushed glass up to 17.52 kPa at 50%.<br>It can be concluded that the crushed glass is environmentally clean, readily available, and relatively low-cost<br>material that can be one of the replacements for traditional aggregate to enhance the geotechnical properties of<br>soft cohesive soils.</p>}, number={45}, journal={GEOMATE Journal}, author={Shin To Amiri and Ramli Nazir and Ali Dehghanbanadaki}, year={2018}, month={May}, pages={170–176} }