دانلود رایگان مقاله ساختار حفظ زمین در تیرانا

عنوان فارسی
ساختار حفظ زمین در تیرانا
عنوان انگلیسی
Earth retaining structure in Tirana
صفحات مقاله فارسی
0
صفحات مقاله انگلیسی
5
سال انتشار
2014
نشریه
الزویر - Elsevier
فرمت مقاله انگلیسی
PDF
کد محصول
E2816
رشته های مرتبط با این مقاله
مهندسی عمران
گرایش های مرتبط با این مقاله
سازه
مجله
مطالعات موردی در مهندسی سازه - Case Studies in Structural Engineering
دانشگاه
دانشگاه پلی تکنیک تیرانا، آلبانی
کلمات کلیدی
حفظ زمین، تیرانا، دیوار انباشته، ساختار ترکیبی
چکیده

abstract


A large cinematographic and shopping centre is designed to be built in Tirana. It will be a special structure, partially underground, situated in an excavation of depth 22 m, with a minimum distance of 10 m to a large existing shopping centre. For the first phase of the project, the main engineering challenge was to design a safe and economic structure to ensure the stability of the neighbouring existing shopping centre and the ground itself. This paper is focused on the engineering challenges of the design and construction of the earth retaining structure, which was decided to be a combination of a piled wall and reinforced concrete frames forming a rather complicated structure but a very economical solution. The solution described in this paper made the construction costs drop to 35% of the cost of the initial design. The construction of the earth retaining structure began in 2011 and was successfully completed in 2012. The rest of the project, the commercial centre itself, is still under construction.

نتیجه گیری

Conclusion


The construction cost of the combined structure amounted to 35% of the total predicted construction cost of a ‘‘traditional’’ contiguous piled wall. The two proposals described in this paper were widely discussed by the design team prior to the presentation of the project to the Client. Especially for the second proposal, careful constructability options were discussed, in order to ensure that the execution effort would not top the BoQ prediction. A careful construction sequence ensuring safe and reliable construction of the structure during all the phases of execution was clearly defined in the design. The design team recognised the importance of a clearly defined construction sequence which would influence the safety of the structure during execution and working life. The design team concluded that the second proposal, the one comprising of the combination of a piled wall with reinforced concrete frames, is the most technically acceptable solution and the most economical.


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