Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake
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 li...
| Main Authors: | , , , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
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IOP Publishing
2020
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| Online Access: | http://umpir.ump.edu.my/id/eprint/27221/1/Liquefaction%20Potential%20Analysis%20of%20Reusep%20Prestress%20Bridge.pdf |
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| author | R. P., Munirwan M., Munirwansyah K., Jamaluddin H., Gunawan A. Z., Mubarak Putra Jaya, Ramadhansyah Duraisamy, Youventharan |
| author_facet | R. P., Munirwan M., Munirwansyah K., Jamaluddin H., Gunawan A. Z., Mubarak Putra Jaya, Ramadhansyah Duraisamy, Youventharan |
| author_sort | R. P., Munirwan |
| collection | UMP |
| description | 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. |
| first_indexed | 2024-03-06T12:39:23Z |
| format | Conference or Workshop Item |
| id | UMPir27221 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:39:23Z |
| publishDate | 2020 |
| publisher | IOP Publishing |
| record_format | dspace |
| spelling | UMPir272212020-01-14T08:02:59Z http://umpir.ump.edu.my/id/eprint/27221/ Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake R. P., Munirwan M., Munirwansyah K., Jamaluddin H., Gunawan A. Z., Mubarak Putra Jaya, Ramadhansyah Duraisamy, Youventharan TH Building construction 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. IOP Publishing 2020 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/27221/1/Liquefaction%20Potential%20Analysis%20of%20Reusep%20Prestress%20Bridge.pdf 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) https://doi.org/10.1088/1757-899X/712/1/012010 https://doi.org/10.1088/1757-899X/712/1/012010 |
| spellingShingle | TH Building construction R. P., Munirwan M., Munirwansyah K., Jamaluddin H., Gunawan A. Z., Mubarak Putra Jaya, Ramadhansyah Duraisamy, Youventharan Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake |
| title | Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake |
| title_full | Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake |
| title_fullStr | Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake |
| title_full_unstemmed | Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake |
| title_short | Liquefaction Potential Analysis of Reusep Prestress Bridge in Pidie Jaya due to 6.4 Mw Earthquake |
| title_sort | liquefaction potential analysis of reusep prestress bridge in pidie jaya due to 6 4 mw earthquake |
| topic | TH Building construction |
| url | http://umpir.ump.edu.my/id/eprint/27221/1/Liquefaction%20Potential%20Analysis%20of%20Reusep%20Prestress%20Bridge.pdf |
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