کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
311887 534148 2013 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Development of a web-based information system for shield tunnel construction projects
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Development of a web-based information system for shield tunnel construction projects
چکیده انگلیسی


• A shield tunnel feature and construction data model is proposed.
• A web-based system architecture and implementation details are presented.
• The system include 2D and 3D visualizations, and tunnel analysis functions.
• The Shanghai Yangtze River Tunnel project is selected as a case study.

The development of a web-based information system for managing, visualizing, and analyzing shield tunnel construction data is presented. A data model is first proposed to define the geometries and attributes of shield tunnel structures. The data model is intended to enable effective construction data collection and database design. Then, a web-based system architecture is presented. The system is developed based on a Web Geographic Information System (Web-GIS) software, ArcGIS Server. The functionalities implemented in the system include data management, 2D and 3D visualizations, geospatial analysis functions, and tunnel analysis functions. The geospatial analysis functions provide spatial analyses of soils, tunnels, and the relationships between them. Tunnel analysis functions include face stability analysis, face pressure analysis, and tunnel load analysis. The Shanghai Yangtze River Tunnel project is selected as a case study. Construction data on the two shafts, 7473 segmental rings, eight cross passages, and various inner structures of the project are stored in the system. Examples of applying the software to the project are presented, including simultaneous visualization of construction data on a geographic map and a longitudinal view, analysis of the soil and water pressures applied to the TBM face, analysis of TBM face stability, soil excavation analysis along the longitudinal tunnel profile, and 3D visualization of construction data. As a result, the efficiency of construction data management is improved through the use of the system.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Tunnelling and Underground Space Technology - Volume 37, August 2013, Pages 146–156
نویسندگان
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