R. P., Munirwan and M., Munirwansyah and K., Jamaluddin and H., Gunawan and A. Z., Mubarak and Putra Jaya, Ramadhansyah and Duraisamy, Youventharan (2020) Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake. In: IOP Conference Series: Materials Science and Engineering, 3rd National Conference on Wind & Earthquake Engineering and International Seminar On Sustainable Construction Engineering , 12-13 July 2019 , Kuala Lumpur, Malaysia. pp. 1-9., 712 (012010). ISSN 1757-8981 (Print), 1757-899X (Online)
|
Pdf
Liquefaction Potential Analysis of Reusep Prestress Bridge.pdf Available under License Creative Commons Attribution. Download (1MB) | Preview |
Abstract
Pidie Jaya is one of the districts in Aceh Province – Indonesia. On December 7, 2016, Pidie Jaya experienced a shallow 6.4 Mw earthquake which destroyed some vital buildings and also human loss. Based on preliminary field investigation, some geological damages like soil movement, soil cracks, and liquefactions occur because of the earthquake. Some liquefaction phenomena scattered in the area of Ulim, Panteraja, Meunasah Balek, Manohara Beach and Sagoe Trienggadeng. An evidence of liquefaction in Pidie Jaya area was displayed in this research based on several literature review. Furthermore, these paper aims to identify liquefaction possibilities in Trienggadeng Reusep Prestress Bridge based on a geotechnical investigation of N-SPT and some seismic data by using Kishida method. The surrounded area of the bridge was first evaluated in terms of geological setting, tectonics and seismic activity related to 6.4Mw of the previous earthquake. Furthermore, it was found from the soil profile that the studied area has a potency of liquefaction because of several saturated sand layers and high groundwater level. Effective overburden pressure of sand layers was calculated and plotted with N-SPT value to determine the possibility of liquefaction. The result shows that liquefaction potential shows high possibility for sand dominant layers both from bor-log 1 in 17.5 m and 25 m depths, and bor-log 2 in the depth of 17 m and 26.5 m.
| Item Type: | Conference or Workshop Item (Lecture) |
|---|---|
| Uncontrolled Keywords: | Pidie Jaya; Earthquake; liquefaction; Reusep Prestress Bridge |
| Subjects: | T Technology > TH Building construction |
| Faculty/Division: | Faculty of Civil Engineering & Earth Resources |
| Depositing User: | PM Dr. Ramdhansyah Putra Jaya |
| Date Deposited: | 14 Jan 2020 08:02 |
| Last Modified: | 14 Jan 2020 08:02 |
| URI: | http://umpir.ump.edu.my/id/eprint/27221 |
| Download Statistic: | View Download Statistics |
Actions (login required)
 |
View Item |