DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI

Ümit Karadoğan; Gökhan Çevikbilen; Berrak Teymur

doi:10.17482/uumfd.679700

Research Article

DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI

Year 2020, Volume: 25 Issue: 2, 1059 - 1070, 31.08.2020

Ümit Karadoğan Gökhan Çevikbilen Berrak Teymur

https://doi.org/10.17482/uumfd.679700

Cited By: 3

Abstract

Bu çalışmada, Türkiye’de gerçekleştirilen deniz tabanı tarama faaliyetlerinden elde edilen malzemelerin karayollarında dolgu malzemesi olarak kullanılabileceği gösterilmektedir. Ülkemizi
çevreleyen denizlerden seçilen 8 adet liman bölgesinden alınan deniz dibi tarama malzemelerinin (DTM) endeks ve mühendislik özellikleri bulunmuştur. Malzemelerin granülometri eğrileri ve Atterberg kıvam limitleri belirlenmiştir. Yol dolgu malzemesi olarak kullanımlarına yönelik olarak Standart Proktor deneyi ve aynı sıkıştırma enerjisi ile hazırlanan her numune üzerinde yaş CBR deneyi yapılmıştır. Bulunan parametreler ışığında, deniz dibi tarama malzemelerinin Karayolları Teknik Şartnamesinde verilen limit değerlere göre dolgu malzemesi olarak uygunlukları belirlenmiştir. Mukavemet deneyleri ile kayma mukavemet parametreleri de belirlenen sıkıştırılmış malzemelerin dolgu olarak inşa edilebilirlikleri Karayolu dolgularında genellikle uygulanan yüksekliğe bağlı şev eğimleri için PLAXIS ve Geostudio programı kullanılarak kontrol edilmiştir.

Keywords

Deniz dibi tarama malzemesi, karayolu dolgusu, PLAXİS, Geostudio

Thanks

TÜBİTAK 1007 Programı “Deniz Dibi Tarama Uygulamaları ve Tarama Malzemesinin Çevresel Yönetimi (DİPTAR)” (DIPTAR, Project No. 111G036) projesinin devamı mahiyetinde yapılan çalışma kapsamında kullanılan malzemelerin temini konusunda emeği geçen TÜBİTAK-MAM proje çalışanlarına teşekkür eder.

References

1. ADDDY Çevre ve Orman Bakanlığından: Atıkların Düzenli Depolanmasına Dair Yönetmelik, Resmi Gazete Sayı 27533, 26 Mart 2010 Cuma.
2. AASHTO Designation M145-91, (1991). “Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes.” Amerika Devlet Karayolu ve Ulaştırma İdareleri Birliği.
3. ASTM D1883-14,(2014). Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils, ASTM International, West Conshohocken, PA, www.astm.org.
4. ASTM D2487-11, (2011). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASTM International, West Conshohocken, PA, www.astm.org
5. ASTM D422-63(2007)e2, Standard Test Method for Particle-Size Analysis of Soils, ASTM International, West Conshohocken, PA, www.astm.org.
6. ASTM D6528-07, (2011). Standard Test Method for Consolidated Undrained Direct Simple Shear Testing of Cohesive Soils, ASTM International, West Conshohocken, PA, www.astm.org.
7. ASTM D698-12e1, (2012). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)), ASTM International, West Conshohocken, PA, www.astm.org.
8. Başar, M. B., Guzel, B., Erdoğan- Ozer, P. Tolun, L. (2017) Türkiye’deki deniz dibi tarama malzemelerinin faydalı kullanım öncesi çevresel etkilerinin belirlenmesi: Ticari limanlar & balıkçı barınakları, Journal of the Faculty of Engineering and Architecture of Gazi University, 32:4, 1063-1076. doi:10.17341/gazimmfd.369389
9. Cevikbilen, G., Teymur, B., Karadogan, U., Basar, H.M., Dağlı, S., Tolun, L. An Investigation on Suitability of Dredge Materials on Road Construction, International Conference on Civil and Environmental Engineering (ICOCEE), Nevsehir, Turkey, May 20-23, 2015a.
10. Cevikbilen, G., Teymur, B., Karadogan, U., Basar, H.M., Dağlı, S., Özer-Erdoğan, P., Güzel, B., Tolun, L. Kaba Daneli Deniz Dibi Tarama Malzemelerinin Geoteknik Özelliklerinin Değerlendirilmesi, 6. Geoteknik Sempozyumu, Adana, Türkiye, 26-27 Kasım, 2015b.
11. Cai Y., Qiao H., Wang J., Geng X., Wang P., Cai Y., Experimental tests on effect of deformed prefabricated vertical drains in dredged soil on consolidation via vacuum preloading, Eng. Geol., 222, 10-19, 2017. doi:10.1016/j.enggeo.2017.03.020
12. DPC, 2009. Challenging the Industry, Panama Report, Dredging and Port Construction Magazine, Mayıs 2009.
13. GeoStudio (2012). Stability Modelling with Slope/W 2012 Version, Geo-Slope International Ltd., Canada
14. Güzel B., Başar H.M., Güneş K., Yenisoy-Karakaş S., Karakaş D., Tolun L., Assessment of marine dredged materials taken from Turkey’s ports/harbors in landscaping, Desalination and Water Treatment, 71, 207–220, 2017. doi:10.5004/dwt.2017.20420
15. H.M. Başar, S. Dağlı, P. Özer Erdoğan, B. Güzel and L. Tolun (2015), Beneficial Use Alternatives for Dredged Materials: Landfill Daily Cover, International Conference on Civil and Environmental Engineering (ICOCEE), Nevsehir, Turkey, May 20-23, 2015.
16. Karayolları Teknik Şartnamesi 2013, Yol alt yapıları, Sanat Yapıları, Köprü ve Tüneller, Üstyapı ve Çeşitli Işler, Karayolları Genel Müdürlüğü, Ankara.
17. Karayolları Tasarım El Kitabı 2005, Karayolları Genel Müdürlüğü, Ankara.
18. Ozer-Erdogan P., Basar H.M., Erden I., Tolun L., Beneficial use of marine dredged materials as a fine aggregate in ready-mixed concrete: Turkey example, Construction and Building Materials, 124, 690–704, 2016. doi:10.17341/gazimmfd.460534
19. PLAXIS 2D , Finite Element Code for Soil Rock Analyses, User Manual, 2016.
20. Sheehan C., Harrington J., Management of dredge material in the Republic of Ireland - A review. Waste Management, 32, 1031–1044, 2012. doi:10.1016/j.wasman.2011.11.014
21. TÜBİTAK MAM, Marine Dredging Applications and Environmental Management of Dredged Materials (DİPTAR), Final Report, Project No: 111G036, TÜBİTAK KAMAG 1007 Project, Kocaeli, Türkiye, 2016.
22. Tang C.W., Chen H.J., Wang S.Y., Spaulding J., Production of synthetic lightweight aggregate using reservoir sediments for concrete and masonry. Cement and Concrete Composites, 33, 292–300, 2011. doi:10.12989/cac.2014.13.2.149
23. Tang C. W., Producing synthetic lightweight aggregates by treating waste TFT-LCD glass powder and reservoir sediments, Computers and Concrete, 13, 149–171, 2014. doi:10.12989/cac.2014.13.3.325
24. Wang H.Y., Durability of self-consolidating lightweight aggregate concrete using dredged silt, Construction and Building Materials, 23, 2332–2337, 2009. doi:10.1016/j.conbuildmat.2008.11.006

Use of Dredge Materials as Road Embankment

Year 2020, Volume: 25 Issue: 2, 1059 - 1070, 31.08.2020

Ümit Karadoğan Gökhan Çevikbilen Berrak Teymur

https://doi.org/10.17482/uumfd.679700

Cited By: 3

Abstract

In this study, it has been shown that marine dredged materials (DM), obtained from sea floor screening activities in Turkey, can be used as fill materials on highways. Index and engineering properties of the bottom dredged materials were studied. Grain size distribution and plasticity of the materials were determined. Standard Proctor tests were performed to determine the values of maximum dry unit weight and optimum water content to assess the usage of the material as a road fill. The results of the swelling potentials and CBR tests of the samples prepared by compaction in standard Proctor energy were determined. In the light of this data, dredged materials are assessed according to the criteria given in Technical Specifications of Republic of Turkey General Directorate of Highways to determine their suitability as a road fill. The shear strength parameters of the materials determined by strength tests were used in PLAXIS and GeoStudio softwares to determine whether the slope of the fill was safe when the dredged materials were used.

Keywords

Marine dredged materials, Fill material on highways, PLAXIS, Geostudio

References

1. ADDDY Çevre ve Orman Bakanlığından: Atıkların Düzenli Depolanmasına Dair Yönetmelik, Resmi Gazete Sayı 27533, 26 Mart 2010 Cuma.
2. AASHTO Designation M145-91, (1991). “Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes.” Amerika Devlet Karayolu ve Ulaştırma İdareleri Birliği.
3. ASTM D1883-14,(2014). Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils, ASTM International, West Conshohocken, PA, www.astm.org.
4. ASTM D2487-11, (2011). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASTM International, West Conshohocken, PA, www.astm.org
5. ASTM D422-63(2007)e2, Standard Test Method for Particle-Size Analysis of Soils, ASTM International, West Conshohocken, PA, www.astm.org.
6. ASTM D6528-07, (2011). Standard Test Method for Consolidated Undrained Direct Simple Shear Testing of Cohesive Soils, ASTM International, West Conshohocken, PA, www.astm.org.
7. ASTM D698-12e1, (2012). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)), ASTM International, West Conshohocken, PA, www.astm.org.
8. Başar, M. B., Guzel, B., Erdoğan- Ozer, P. Tolun, L. (2017) Türkiye’deki deniz dibi tarama malzemelerinin faydalı kullanım öncesi çevresel etkilerinin belirlenmesi: Ticari limanlar & balıkçı barınakları, Journal of the Faculty of Engineering and Architecture of Gazi University, 32:4, 1063-1076. doi:10.17341/gazimmfd.369389
9. Cevikbilen, G., Teymur, B., Karadogan, U., Basar, H.M., Dağlı, S., Tolun, L. An Investigation on Suitability of Dredge Materials on Road Construction, International Conference on Civil and Environmental Engineering (ICOCEE), Nevsehir, Turkey, May 20-23, 2015a.
10. Cevikbilen, G., Teymur, B., Karadogan, U., Basar, H.M., Dağlı, S., Özer-Erdoğan, P., Güzel, B., Tolun, L. Kaba Daneli Deniz Dibi Tarama Malzemelerinin Geoteknik Özelliklerinin Değerlendirilmesi, 6. Geoteknik Sempozyumu, Adana, Türkiye, 26-27 Kasım, 2015b.
11. Cai Y., Qiao H., Wang J., Geng X., Wang P., Cai Y., Experimental tests on effect of deformed prefabricated vertical drains in dredged soil on consolidation via vacuum preloading, Eng. Geol., 222, 10-19, 2017. doi:10.1016/j.enggeo.2017.03.020
12. DPC, 2009. Challenging the Industry, Panama Report, Dredging and Port Construction Magazine, Mayıs 2009.
13. GeoStudio (2012). Stability Modelling with Slope/W 2012 Version, Geo-Slope International Ltd., Canada
14. Güzel B., Başar H.M., Güneş K., Yenisoy-Karakaş S., Karakaş D., Tolun L., Assessment of marine dredged materials taken from Turkey’s ports/harbors in landscaping, Desalination and Water Treatment, 71, 207–220, 2017. doi:10.5004/dwt.2017.20420
15. H.M. Başar, S. Dağlı, P. Özer Erdoğan, B. Güzel and L. Tolun (2015), Beneficial Use Alternatives for Dredged Materials: Landfill Daily Cover, International Conference on Civil and Environmental Engineering (ICOCEE), Nevsehir, Turkey, May 20-23, 2015.
16. Karayolları Teknik Şartnamesi 2013, Yol alt yapıları, Sanat Yapıları, Köprü ve Tüneller, Üstyapı ve Çeşitli Işler, Karayolları Genel Müdürlüğü, Ankara.
17. Karayolları Tasarım El Kitabı 2005, Karayolları Genel Müdürlüğü, Ankara.
18. Ozer-Erdogan P., Basar H.M., Erden I., Tolun L., Beneficial use of marine dredged materials as a fine aggregate in ready-mixed concrete: Turkey example, Construction and Building Materials, 124, 690–704, 2016. doi:10.17341/gazimmfd.460534
19. PLAXIS 2D , Finite Element Code for Soil Rock Analyses, User Manual, 2016.
20. Sheehan C., Harrington J., Management of dredge material in the Republic of Ireland - A review. Waste Management, 32, 1031–1044, 2012. doi:10.1016/j.wasman.2011.11.014
21. TÜBİTAK MAM, Marine Dredging Applications and Environmental Management of Dredged Materials (DİPTAR), Final Report, Project No: 111G036, TÜBİTAK KAMAG 1007 Project, Kocaeli, Türkiye, 2016.
22. Tang C.W., Chen H.J., Wang S.Y., Spaulding J., Production of synthetic lightweight aggregate using reservoir sediments for concrete and masonry. Cement and Concrete Composites, 33, 292–300, 2011. doi:10.12989/cac.2014.13.2.149
23. Tang C. W., Producing synthetic lightweight aggregates by treating waste TFT-LCD glass powder and reservoir sediments, Computers and Concrete, 13, 149–171, 2014. doi:10.12989/cac.2014.13.3.325
24. Wang H.Y., Durability of self-consolidating lightweight aggregate concrete using dredged silt, Construction and Building Materials, 23, 2332–2337, 2009. doi:10.1016/j.conbuildmat.2008.11.006

There are 24 citations in total.

Details

Primary Language	Turkish
Subjects	Environmental Engineering, Civil Engineering
Journal Section	Research Articles
Authors	Ümit Karadoğan 0000-0001-6584-2389 Gökhan Çevikbilen 0000-0001-5444-1387 Berrak Teymur 0000-0001-8290-5337
Publication Date	August 31, 2020
Submission Date	January 24, 2020
Acceptance Date	May 23, 2020
Published in Issue	Year 2020 Volume: 25 Issue: 2

Cite

APA	Karadoğan, Ü., Çevikbilen, G., & Teymur, B. (2020). DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi, 25(2), 1059-1070. https://doi.org/10.17482/uumfd.679700
AMA	Karadoğan Ü, Çevikbilen G, Teymur B. DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI. UUJFE. August 2020;25(2):1059-1070. doi:10.17482/uumfd.679700
Chicago	Karadoğan, Ümit, Gökhan Çevikbilen, and Berrak Teymur. “DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI”. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi 25, no. 2 (August 2020): 1059-70. https://doi.org/10.17482/uumfd.679700.
EndNote	Karadoğan Ü, Çevikbilen G, Teymur B (August 1, 2020) DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi 25 2 1059–1070.
IEEE	Ü. Karadoğan, G. Çevikbilen, and B. Teymur, “DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI”, UUJFE, vol. 25, no. 2, pp. 1059–1070, 2020, doi: 10.17482/uumfd.679700.
ISNAD	Karadoğan, Ümit et al. “DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI”. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi 25/2 (August 2020), 1059-1070. https://doi.org/10.17482/uumfd.679700.
JAMA	Karadoğan Ü, Çevikbilen G, Teymur B. DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI. UUJFE. 2020;25:1059–1070.
MLA	Karadoğan, Ümit et al. “DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI”. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi, vol. 25, no. 2, 2020, pp. 1059-70, doi:10.17482/uumfd.679700.
Vancouver	Karadoğan Ü, Çevikbilen G, Teymur B. DENİZ DİBİ TARAMA MALZEMELERİNİN YOL DOLGUSU OLARAK KULLANIMI. UUJFE. 2020;25(2):1059-70.

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