Analysis And Improvement of Poor Bearing Capacity Soils in Düzce Province by Jet grouting Method
Turkey is situated in an earthquake-prone zone, and due to its geographic location, Düzce is among the most hazardous regions in the country and the world. The seismic risk in Düzce province is significantly influenced by the North Anatolian Fault (NAF), which is characterized by an active tectonic...
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Düzce University
2025-01-01
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| Series: | Düzce Üniversitesi Bilim ve Teknoloji Dergisi |
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| Online Access: | https://dergipark.org.tr/tr/download/article-file/4209601 |
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| author | Ali Ateş Şükrü Çimen Serdal Alemdar Burak Yeşil |
| author_facet | Ali Ateş Şükrü Çimen Serdal Alemdar Burak Yeşil |
| author_sort | Ali Ateş |
| collection | DOAJ |
| description | Turkey is situated in an earthquake-prone zone, and due to its geographic location, Düzce is among the most hazardous regions in the country and the world. The seismic risk in Düzce province is significantly influenced by the North Anatolian Fault (NAF), which is characterized by an active tectonic structure. This area has experienced earthquakes of varying magnitudes both before and after the instrumental recording period. Especially, two significant earthquakes occurred in 1999: on August 17, an earthquake with a moment magnitude of Mw = 7.4 struck the Adapazarı-İzmit region. Shortly after, on November 12, 1999, another earthquake with a moment magnitude of Mw=7.1 hit Düzce area at approximately 18:57, lasting for about 30 seconds. During the August 17 earthquake, the eastern section of the Düzce fault, measuring 43 km, was activated. The November 12 earthquake is considered to have been triggered by the previously unbroken eastern section of the Düzce fault as a result of the initial faulting. In the city center, the soil composition mainly consists of fine gravel and sandy gravel in certain areas. Previous earthquakes have resulted in structural damages primarily due to bearing capacity issues, and liquefaction phenomena have also been observed in some locations. In this study, the soil beneath a planned three-story building in Düzce, an area identified having a liquefaction risk, was improved using the jet grout method. |
| format | Article |
| id | doaj-art-e2537e11511d4bc1aaf43ac11e51db0d |
| institution | Kabale University |
| issn | 2148-2446 |
| language | English |
| publishDate | 2025-01-01 |
| publisher | Düzce University |
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| series | Düzce Üniversitesi Bilim ve Teknoloji Dergisi |
| spelling | doaj-art-e2537e11511d4bc1aaf43ac11e51db0d2025-08-20T03:53:52ZengDüzce UniversityDüzce Üniversitesi Bilim ve Teknoloji Dergisi2148-24462025-01-0113141242910.29130/dubited.154899597Analysis And Improvement of Poor Bearing Capacity Soils in Düzce Province by Jet grouting MethodAli Ateş0https://orcid.org/0000-0001-6297-8571Şükrü Çimen1https://orcid.org/0000-0002-5803-9093Serdal Alemdar2https://orcid.org/0000-0001-6131-2858Burak Yeşil3https://orcid.org/0000-0001-5320-9359BOLU ABANT İZZET BAYSAL ÜNİVERSİTESİÇevre, Şehircilik ve İklim Değişikliği Bakanlığı Düzce İl MüdürlüğüÇevre, Şehircilik ve İklim Değişikliği Bakanlığı Düzce İl MüdülüğüDÜZCE ÜNİVERSİTESİTurkey is situated in an earthquake-prone zone, and due to its geographic location, Düzce is among the most hazardous regions in the country and the world. The seismic risk in Düzce province is significantly influenced by the North Anatolian Fault (NAF), which is characterized by an active tectonic structure. This area has experienced earthquakes of varying magnitudes both before and after the instrumental recording period. Especially, two significant earthquakes occurred in 1999: on August 17, an earthquake with a moment magnitude of Mw = 7.4 struck the Adapazarı-İzmit region. Shortly after, on November 12, 1999, another earthquake with a moment magnitude of Mw=7.1 hit Düzce area at approximately 18:57, lasting for about 30 seconds. During the August 17 earthquake, the eastern section of the Düzce fault, measuring 43 km, was activated. The November 12 earthquake is considered to have been triggered by the previously unbroken eastern section of the Düzce fault as a result of the initial faulting. In the city center, the soil composition mainly consists of fine gravel and sandy gravel in certain areas. Previous earthquakes have resulted in structural damages primarily due to bearing capacity issues, and liquefaction phenomena have also been observed in some locations. In this study, the soil beneath a planned three-story building in Düzce, an area identified having a liquefaction risk, was improved using the jet grout method.https://dergipark.org.tr/tr/download/article-file/4209601taşıma gücüjet groudzemin i̇yileştirmegeoteknikbearing capacityjet groudground improvementgeotechnical |
| spellingShingle | Ali Ateş Şükrü Çimen Serdal Alemdar Burak Yeşil Analysis And Improvement of Poor Bearing Capacity Soils in Düzce Province by Jet grouting Method Düzce Üniversitesi Bilim ve Teknoloji Dergisi taşıma gücü jet groud zemin i̇yileştirme geoteknik bearing capacity jet groud ground improvement geotechnical |
| title | Analysis And Improvement of Poor Bearing Capacity Soils in Düzce Province by Jet grouting Method |
| title_full | Analysis And Improvement of Poor Bearing Capacity Soils in Düzce Province by Jet grouting Method |
| title_fullStr | Analysis And Improvement of Poor Bearing Capacity Soils in Düzce Province by Jet grouting Method |
| title_full_unstemmed | Analysis And Improvement of Poor Bearing Capacity Soils in Düzce Province by Jet grouting Method |
| title_short | Analysis And Improvement of Poor Bearing Capacity Soils in Düzce Province by Jet grouting Method |
| title_sort | analysis and improvement of poor bearing capacity soils in duzce province by jet grouting method |
| topic | taşıma gücü jet groud zemin i̇yileştirme geoteknik bearing capacity jet groud ground improvement geotechnical |
| url | https://dergipark.org.tr/tr/download/article-file/4209601 |
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