Soil structure interaction on dry stone retaining wall
Başlık çevirisi mevcut değil.
- Tez No: 721298
- Danışmanlar: DR. VASİLİS SARHOSİS
- Tez Türü: Yüksek Lisans
- Konular: Jeoloji Mühendisliği, İnşaat Mühendisliği, Geological Engineering, Civil Engineering
- Anahtar Kelimeler: Masonry wall, Drystone, Retaining wall, Small-scale models
- Yıl: 2018
- Dil: İngilizce
- Üniversite: Unıversıty Of Newcastle Upon Tyne
- Enstitü: Yurtdışı Enstitü
- Ana Bilim Dalı: Belirtilmemiş.
- Bilim Dalı: Belirtilmemiş.
- Sayfa Sayısı: Belirtilmemiş.
Özet
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Özet (Çeviri)
In recent years, there has been renewed interest in Drystone Retaining Walls without mortar. Dry-stone retaining walls are the most common engineering structures which have been built all over the world for different purposes with different shapes, sizes and contents (Walker&Dickens, 1995). A plenty number of the masonry walls were developed as a supportive of roads during of 19th and 20th centurius in the UK and Europe (Walker, 2000). Although, their common availability everywhere, there is little published information on this topic. In this study, most common bonds are tested to show which bond is more durable using a small scale laboratory model were made by Keris Taylor. The study introduces the effect of bonding pattern are investigated via the application of surcharge loading and the captures of deformation on the walls. The durability comparison of English, Flemish and Stretcher bonds were presented. The most stable bond was determined as the stretcher with the help of laboratory observations. The geometrical effects of each brick have changes on stress distribution on the face of the wall from the backfill. This work is designed to give insight into the behaviour of dry stone walls, to better evaluate existing walls, to reduce the cost of replacement, and to achieve remarkable results in the design of existing walls. The added information is also believed to contribute to the design of new walls that use more stable and efficient materials.
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