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Experimental Study of Sheet Pile Retaining Walls with Granulated Rubber Reinforced Backfill = = Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Experimental Study of Sheet Pile Retaining Walls with Granulated Rubber Reinforced Backfill =/
其他題名:	Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi.
其他題名:	Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi.
作者:	Khlaif, Ali Hamid Khlaif.
面頁冊數:	1 online resource (123 pages)
附註:	Source: Masters Abstracts International, Volume: 84-01.
Contained By:	Masters Abstracts International84-01.
標題:	Load. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=29154025click for full text (PQDT)
ISBN:	9798835546459

Experimental Study of Sheet Pile Retaining Walls with Granulated Rubber Reinforced Backfill = = Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi.
Khlaif, Ali Hamid Khlaif.

Experimental Study of Sheet Pile Retaining Walls with Granulated Rubber Reinforced Backfill =Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi.Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi. - 1 online resource (123 pages)

Source: Masters Abstracts International, Volume: 84-01.

Thesis (M.Sc.)--Izmir Institute of Technology (Turkey), 2021.

Includes bibliographical references

Earth retaining structures such as retaining walls, bridge abutment, bulkhead, braced excavation, and mechanically stabilized walls play a critical role in many infrastructural projects and are often subjected to different loading conditions. Performance of retaining walls under static and dynamic loading conditions depends upon the type of backfill soil.According to the European tire and rubber manufacturers' Association (ETRMA) report about the end-of-life tyers management in 2017, Turkey recovers 0% of scrap tires in the civil engineering, public works, and backfilling category.This study aims at describing the ability to use granulated rubber sand mix as a backfill material in earth retaining structures.Therefore, physical model tests were conducted to investigate the deformation characteristics and pressure distribution of granulated rubber-sand mixture backfill behind the sheet pile. At dry and saturated conditions, granulated rubber-sand mixture backfill areas were changed in the physical model tests. Granulated rubber showed promising results that reduced the stiffness and density and increased the shear strength when used with sand. 6%, 8%, 10%, 12, and 15% granulated rubber mixing ratios have been tested using coarse and fine granulated rubber. The optimum ratio was 10% of finely granulated rubber. The maximum dry density reduced by 3.1%, and the maximum shear strength increased by 6.1%.When the granulated rubber-sand mix was used as a backfill, it reduced the lateral earth pressure and increased the water seepage under the sheet pile. The sheet pile model with granulated rubber sand mix backfill showed higher strength than the clean sand model.

Electronic reproduction.
Ann Arbor, Mich. :
ProQuest,
2023

Mode of access: World Wide Web

ISBN: 9798835546459Subjects--Topical Terms:

3562902
Load.
Index Terms--Genre/Form:

542853
Electronic books.

Experimental Study of Sheet Pile Retaining Walls with Granulated Rubber Reinforced Backfill = = Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi.
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245 1 0 $a Experimental Study of Sheet Pile Retaining Walls with Granulated Rubber Reinforced Backfill = $b Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi.
246 3 1 $a Granul Kaucuk Takviyeli Dolguya Sahip Palplans Istinat Duvarlarinin Deneysel Calismasi.
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500 $a Source: Masters Abstracts International, Volume: 84-01.
500 $a Advisor: Zeren, Nurhan Ecemis.
502 $a Thesis (M.Sc.)--Izmir Institute of Technology (Turkey), 2021.
504 $a Includes bibliographical references
520 $a Earth retaining structures such as retaining walls, bridge abutment, bulkhead, braced excavation, and mechanically stabilized walls play a critical role in many infrastructural projects and are often subjected to different loading conditions. Performance of retaining walls under static and dynamic loading conditions depends upon the type of backfill soil.According to the European tire and rubber manufacturers' Association (ETRMA) report about the end-of-life tyers management in 2017, Turkey recovers 0% of scrap tires in the civil engineering, public works, and backfilling category.This study aims at describing the ability to use granulated rubber sand mix as a backfill material in earth retaining structures.Therefore, physical model tests were conducted to investigate the deformation characteristics and pressure distribution of granulated rubber-sand mixture backfill behind the sheet pile. At dry and saturated conditions, granulated rubber-sand mixture backfill areas were changed in the physical model tests. Granulated rubber showed promising results that reduced the stiffness and density and increased the shear strength when used with sand. 6%, 8%, 10%, 12, and 15% granulated rubber mixing ratios have been tested using coarse and fine granulated rubber. The optimum ratio was 10% of finely granulated rubber. The maximum dry density reduced by 3.1%, and the maximum shear strength increased by 6.1%.When the granulated rubber-sand mix was used as a backfill, it reduced the lateral earth pressure and increased the water seepage under the sheet pile. The sheet pile model with granulated rubber sand mix backfill showed higher strength than the clean sand model.
520 $a Istinat duvarlari, kopru kenar ayagi, perde, ikasli kazi ve mekanik olarak stabilize edilmis duvarlar gibi zemin istinat yapilari, bircok altyapi projesinde kritik rol oynar ve genellikle farkli yukleme kosullarina maruz kalir. Istinat duvarlarinin statik ve dinamik yukleme kosullari altinda performansi, dolgu malzemesinin tipine baglidir. Istinat duvarlarinin arkasinda genellikle temiz granuler kohezyonsuz dolgu malzemeleri tercih edilir. Son zamanlarda, parcalanmis lastik kirintilari, granuler kaucuk, geofoam, ucucu kul, plastik siseler vb. gibi yeni geri donusturulmus hafif malzemeler, kohezyonsuz granuler zeminle karistirilarak kullanilabilir.Avrupa Lastik ve Kaucuk Ureticileri Birligi'nin (ETRMA) 2017'deki omrunu tamamlamis lastik yonetimine iliskin raporuna gore, Turkiye insaat muhendisligi, bayindirlik isleri ve dolgu alanlarinda geri kazanin hurda lastik kullanimini %0 olarak belirtilmistir. Ote yandan, bazi ulkeler insaat malzemesini gelistirmek icin granul kaucuklar kullanmaktadir. Kalifornya'da, lastikli asfalt kaplama projelerinde 10 milyondan fazla atik lastik kullanmis veya tasarimi optimize edilmistir.Bu calisma, granuler kaucuk kum karisiminin zemin istinat yapilarinda dolgu malzemesi olarak kullanilabilme becerisini aciklamayi amaclamaktadir.Bu nedenle, palplans arkasindaki granuler kaucuk kum karisimi dolgunun deformasyon ozelliklerini ve basinc dagilimini arastirmak icin fiziksel model testleri yapilmistir. Kuru ve doygun zemin kosullarinda, fiziksel modelleme testlerinde granul kaucuk kum karisimin dolgu alanlari degistirilmistir. Granul kaucuk, kumla birlikte kullanildiginda rijitligi ve yogunlugu azaltan ve kesme mukavemetini artiran umut verici sonuclar gostermistir. %6, %8, %10, %12 ve %15 granuler kaucuk karisim oranlari, kaba ve ince granuler kaucuk kullanilarak test edilmistir. Optimum oranin %10 ince taneli kaucuk oldugu belirlenmistir. Maksimum kuru yogunluk %3,1 azalmis ve maksimum kesme mukavemeti %6,1 artmistir.
533 $a Electronic reproduction. $b Ann Arbor, Mich. : $c ProQuest, $d 2023
538 $a Mode of access: World Wide Web
650 4 $a Load. $3 3562902
650 4 $a Mechanical properties. $3 3549505
650 4 $a Rubber. $3 1005354
650 4 $a Gravity. $3 535300
650 4 $a Scale models. $3 3683930
650 4 $a Asphalt pavements. $3 3564809
650 4 $a Pressure transducers. $3 3683584
650 4 $a Tires. $3 3386749
650 4 $a Landfill. $3 3548474
650 4 $a Moisture content. $3 3564813
650 4 $a Friction. $3 650299
650 4 $a Shear tests. $3 3681835
650 4 $a Recycling. $3 3564521
650 4 $a Galvanized steel. $3 3694520
650 4 $a Civil engineering. $3 860360
650 4 $a Deformation. $2 lcstt $3 3267001
650 4 $a Physical properties. $3 3564184
650 4 $a Density. $3 3561164
650 4 $a Shear strain. $3 3681605
650 4 $a Shear strength. $3 3680813
650 4 $a Hydraulics. $3 669758
650 4 $a Textiles. $3 3559975
650 4 $a Engineering. $3 586835
650 4 $a Hydraulic engineering. $3 613609
650 4 $a Materials science. $3 543314
650 4 $a Mechanics. $3 525881
650 4 $a Physics. $3 516296
650 4 $a Sustainability. $3 1029978
650 4 $a Textile research. $3 2153103
655 7 $a Electronic books. $2 lcsh $3 542853
690 $a 0543
690 $a 0537
690 $a 0218
690 $a 0794
690 $a 0346
690 $a 0605
690 $a 0640
690 $a 0994
710 2 $a ProQuest Information and Learning Co. $3 783688
710 2 $a Izmir Institute of Technology (Turkey). $3 3561138
773 0 $t Masters Abstracts International $g 84-01.
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=29154025 $z click for full text (PQDT)