A comparison of load-settlement behaviourof piles in clays using the mindlin's andfleming's methods
Başlık çevirisi mevcut değil.
- Tez No: 727340
- Danışmanlar: DR. JOHN WALSH
- Tez Türü: Yüksek Lisans
- Konular: İnşaat Mühendisliği, Civil Engineering
- Anahtar Kelimeler: Fleming Method, Oasys Pile Geo, load-settlement behaviour, clay strength, design load, failure load
- Yıl: 2019
- Dil: İngilizce
- Üniversite: University of East London
- Enstitü: Yurtdışı Enstitü
- Ana Bilim Dalı: Belirtilmemiş.
- Bilim Dalı: Belirtilmemiş.
- Sayfa Sayısı: 80
Özet
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Özet (Çeviri)
The main objectives of this thesis were to investigate comparison of pile settlement prediction in clays by using Fleming Method and Oasys Pile Geo Software, investigate the effect of clay strength on settlement prediction and asses the effect of design load and failure load on settlement prediction. Eight different models were developed to fulfil aims and objectives. For soft, firm, stiff and very stiff clays, by means of (CIRIA SP 200, 2001) two bound models for each clay strength have been generated. In terms of pile characteristic, in order to investigate clay effect on settlement prediction, only one type of pile was used for all models. Comparison between Fleming Method and Oasys Pile software showed that high settlement magnitude differences. It is observed that the high settlement magnitude difference was caused due to Oasys software and Fleming's assumptions. Key parameters of these assumptions were identified and for both analysis methods, critical results were discussed for models. The results of the Oasys Pile software showed that for lower bound condition, settlement decreases as clay stiffens. In contrast for upper bound condition, settlement increases as clay stiffens. 10 mm pile settlement magnitude was set as critical value for both analysis methods. Unlike Oasys Pile results, Fleming's findings showed that the settlement results were more reasonable. Settlement magnitudes were remained under 10mm for all clay strength and bound conditions.
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