@article{M Sofian Asmirza_Anissa Maria Hidayat_Abdul Hakam_M Maisaquddus Hape_2019, title={LIQUEFACTION ANALYSIS OF ROAD EMBANKMENT IN PIDIE JAYA DUE TO ACEH EARTHQUAKE IN 2016 }, volume={16}, url={https://geomatejournal.com/geomate/article/view/2859}, abstractNote={<p>The 6.5 Mw Aceh earthquake has been struck the north-east part of Sumatra Island on 7 <br>December 2016. The strong quake was at a depth of 13 km and categorized as a shallow earthquake. The <br>earthquake has caused many damages to the roads as results of lateral spreading in Pidie Jaya Regency. This <br>study is conducted to analyze the liquefaction phenomena that caused lateral spreading on the Pidie Jaya <br>roads. All of the soil data for the analysis were taken from the field of the affected area. First, the soil data are <br>analyzed to examine whether the soil sediment has the potential to liquefaction under the earthquake. Then <br>the detailed analysis to observe the phenomenon of liquefaction on a particular road embankment is <br>conducted with the use of numerical computer program. This study shows that for particular soil sediment <br>which has liquefaction potential, the structure stability analyses need to consider liquefaction circumstance at<br>a certain level. Finally, a reasonable geo-construction analysis is suggested for preventive measures of <br>liquefaction.</p>}, number={57}, journal={GEOMATE Journal}, author={M Sofian Asmirza and Anissa Maria Hidayat and Abdul Hakam and M Maisaquddus Hape}, year={2019}, month={Jan.}, pages={144–149} }