A study of tunnel concrete lining design using the ground-lining interaction model with the interface element
نویسندگان
چکیده
منابع مشابه
Nonlinear Lining Design Considering Soil-Lining Interaction, Case Study: Gilavand Tunnel
There are various methods for the analysis of the interactional behavior of the surrounding land, using the lining structure which is the most common method of deigning lining structure tools for the static loads by using the hyper static methods. In recent years, there has been a question that depicts whether this method provides the best results in designing the tunnel structure or not.Due to...
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Soil-Interaction of Intake Pressure Tunnels under Ground Strength Reduction Conditions due to Cracking of the Lining (Case study: Dasht-e-Abbas intake pressure tunnel)
The induced cracks on the concrete lining of the intake pressure tunnels may cause the water seep into the surrounding media leading to develop a hydro pressure on the external surface of the lining. In the common design practice, the lining can be designed to tolerate with this pressure using the Schleiss method. However, when the tunnel is constructed above the underground water, the seepage ...
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ژورنال
عنوان ژورنال: Journal of Korean Tunnelling and Underground Space Association
سال: 2015
ISSN: 2233-8292
DOI: 10.9711/ktaj.2015.17.6.575