A Numerical approach to determine soil behaviour around piles
| dc.contributor.advisor | Güler, Fazlı Erol | |
| dc.contributor.author | Edinçliler, Ayşe | |
| dc.date.accessioned | 2020-12-04T12:04:07Z | |
| dc.date.available | 2020-12-04T12:04:07Z | |
| dc.date.submitted | 1989 | |
| dc.date.issued | 2018-08-06 | |
| dc.identifier.uri | https://acikbilim.yok.gov.tr/handle/20.500.12812/82456 | |
| dc.description.abstract | VI ÖZET Bu çalışmada, güvenli ve eKonoroiK î>ir KazıK temelin cevresindeKl topraK davranışları incelenmiştir. Toprak davranışım belirleyen denklemler bir sonlu elemanlar programı (CRISF-66) ile çözü iraiış tür. Seçilen topraK örneği elasto-piastiR özellikler gösteren Modified Cam-clay topraK modelidir. Sonuçiar.KaziK modeline eşdeğer özellikler taşıyan topraK örnefi ile hazırlanan üç eksenli deney çıktılar ı ile. KarşılaştıniBiıştır. | |
| dc.description.abstract | ABSTRACT In tîıis study, soil behaviour around piles has been analyzed to fee able to design safe and economical pile foundations. The equations determinig the soil behaviour have been solved by a Finite Element Program called CKISP-66. The chosen soil model is Modified Cam-clay having elasto-plastic soil properties. A triaxial test example has been prepared being subject to the same characteristics as the model soil, to make comparisons. | en_US |
| dc.language | English | |
| dc.language.iso | en | |
| dc.rights | info:eu-repo/semantics/embargoedAccess | |
| dc.rights | Attribution 4.0 United States | tr_TR |
| dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | |
| dc.subject | İnşaat Mühendisliği | tr_TR |
| dc.subject | Civil Engineering | en_US |
| dc.title | A Numerical approach to determine soil behaviour around piles | |
| dc.type | masterThesis | |
| dc.date.updated | 2018-08-06 | |
| dc.contributor.department | Diğer | |
| dc.identifier.yokid | 7961 | |
| dc.publisher.institute | Fen Bilimleri Enstitüsü | |
| dc.publisher.university | BOĞAZİÇİ ÜNİVERSİTESİ | |
| dc.identifier.thesisid | 7961 | |
| dc.description.pages | 116 | |
| dc.publisher.discipline | Diğer |
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