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Titlebook: Engineering Challenges for Sustainable Underground Use; Proceedings of the 1 Sherif Agaiby,Piergiorgio Grasso Conference proceedings 2018 S

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書目名稱Engineering Challenges for Sustainable Underground Use
副標(biāo)題Proceedings of the 1
編輯Sherif Agaiby,Piergiorgio Grasso
視頻videohttp://file.papertrans.cn/311/310739/310739.mp4
概述Targets professionals interested in the utilization of underground space.Sheds light on the recent developments and advancements in planning, design, and construction of underground structures.Discuss
叢書名稱Sustainable Civil Infrastructures
圖書封面Titlebook: Engineering Challenges for Sustainable Underground Use; Proceedings of the 1 Sherif Agaiby,Piergiorgio Grasso Conference proceedings 2018 S
描述.This volume comprises a set of high-quality, refereed papers that address the different aspects related to the geotechnical and structural design and construction of deep excavations, tunnels and underground space facilities as well as the effect of their construction on the surroundings. The papers cover planning, design, modeling, monitoring and construction aspects of these essential structures. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017..
出版日期Conference proceedings 2018
關(guān)鍵詞Shielded Tunneling; NATM; Sequential Excavation; Deep excavation; Soil-Structure Interaction; Tunnel-Indu
版次1
doihttps://doi.org/10.1007/978-3-319-61636-0
isbn_softcover978-3-319-61635-3
isbn_ebook978-3-319-61636-0Series ISSN 2366-3405 Series E-ISSN 2366-3413
issn_series 2366-3405
copyrightSpringer International Publishing AG 2018
The information of publication is updating

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Computational and Numerical Considerations of Segmental Lining Design,ation. Lining behind TBM normally consists of precast rings each one consists of a number of segments connected together with radial and longitudinal bolts. The main items which control the stability of TBM excavation are face pressure, grout pressure and interaction of lining components with grout
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Tunnel Boring Machine Advance Ground Investigation in Rockburst-Prone Ground Conditions on Neelum Jon the Neelum Jhelum Hydro-power project. The project is located in the Azad Kashmir region of northeast Pakistan, in the foothills of the Himalayan range, with overburdens up to 1,870?m and high horizontal stresses, and with complex and challenging geology. The lack of previous project experience i
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Estimation of Settlement and Vibration on the Surface Due to the Construction of East-West Metro Tud metro rail connection cutting across the city running predominantly in the north-south direction. Another underground metro rail connection is being built in the east-west direction connecting the heart of the city to the railway stations and the airport. As a part of the project, twin tunnels of
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Three Dimensional Analysis of Diaphragm Walls Supported by Passive Berms, the wall in a thick clay deposit characterized by weak soil properties. The objective of this paper is to verify the suitability of using three dimensional finite element software to simulate a bermed excavation. A three-dimensional finite element analysis using PLAXIS 3D software was used to simul
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Behaviour of Urban Metro Twin Tunnels Under Earthquake Loads, like tunnels, which in this study, is the primary focus. The geometry of Delhi Metro and specific soil conditions experienced in Delhi are considered for the analysis. The seismic analysis was carried out using pseudo-static approach, considering site conditions. In order to appreciate the effect o
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