Soil liquefaction susceptibility of Akcay residential area (Biga Peninsula, Turkey) close to North Anatolian Fault Zone | ||
| Journal of Mining and Environment | ||
| مقاله 6، دوره 14، شماره 4، دی 2023، صفحه 1141-1153 اصل مقاله (5.21 M) | ||
| نوع مقاله: Original Research Paper | ||
| شناسه دیجیتال (DOI): 10.22044/jme.2023.13145.2395 | ||
| نویسندگان | ||
| Şener Ceryan1؛ Pijush Samui2؛ Osman Samed Özkan3؛ Samet Berber1؛ Şule Tüdeş4؛ Hakan Elci* 5؛ Nurcihan Ceryan6 | ||
| 1Department of Geological Engineering, Balikesir University, Balikesir, Turkey. | ||
| 2Department of Civil Engineering, NIT Patna, Patna, Bihar, India. | ||
| 3Graduate School of Natural and Applied Sciences, Balikesir University, Balikesir, Turkey. | ||
| 4Department of City and Regional Planning, Faculty of Architecture Gazi University, Ankara Turkey. | ||
| 5Torbalı Vocational School, Dokuz Eylul University, Izmir, Turkey. | ||
| 6Department of Mining and Mineral Extraction, Balikesir Vocational School, Balikesir University, Balikesir, Turkey. | ||
| چکیده | ||
| Balikesir province Akcay district (Biga Peninsula, South Marmara Region, Turkey); the studied area is located on the southern branch of the North Anatolian Fault Zone, where some earthquake, 1867 Edremit (Mw =7.0), 1919 Ayvalik-Sarmisakli (Mw = 7.0), 1944 Edremit (Mw =6.4) and 1953 Yenice (Mw = 7.2) earthquakes occurred in the historical and the instrumental period. In the said area, generally, the groundwater level is high and sandy soils are widespread. In this study, therefore topography, depth of groundwater table and soil characteristics of the said area were investigated in terms of susceptibility to liquefaction. In addition, the safety factor against liquefaction (FL) for the soil layers were determined by using simple procedure based on SPT-N values. Then the spatial distributions of the safety factor at 3 m, 6 m, 9 m, 12 m, 15 m and 18 m depths were obtained. Taking into considering FL values obtained, the liquefaction potential index and the liquefaction severity index of soil profile in the location of boring were calculated, then the spatial distributions of these index were obtained. According to the maps obtained, 5.8% of the studied area has low liquefaction potential, 10.7% medium liquefaction potential, 18.3% high liquefaction potential, and 53.8% very high liquefaction potential, and 22.7% of the study area has very low liquefaction severity, 17.1% low liquefaction severity, 47.7% moderate liquefaction severity, and 1.1% high liquefaction severity and 11.4% of the studied area has none-liquefiable soil. | ||
| کلیدواژهها | ||
| North Anatolian Fault Zone؛ soil liquefaction؛ liquefaction potential index؛ liquefaction severity index | ||
| مراجع | ||
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