NDLI: Numerical analysis of structural safety of existed subway station which a shield tunnel was constructed down through

Content Provider	IEEE Xplore Digital Library
Author	Qian Shuangbin Dong Jun Li Ling
Copyright Year	2011
Description	Author affiliation: School of Civil Engineering and Traffic Engineering, Beijing University of Civil Engineering and Architecture, 100044, China (Dong Jun; Li Ling) \|\| Basic Department, North China Institute of Science and Technology, Yanjiao Beijing-East 101601, China (Qian Shuangbin)
Abstract	A numerical model of shield tunneling is established to simulate the safety influence of the passages of metro-station by FEM software Ansys while shield tunnel being constructed down through the metro-station, and such results as deformation of soil mass, structural stress and strain are obtained from which the new evaluation indexes (slope and curvature) could be put forward. Then, the safety of the passage is analyzed by using such variables as settlement increments, slope and curvature, and the numerical results are consistent with field inspection. All these show that numerical simulation may be necessary for underground design and construction.
Starting Page	480
Ending Page	483
File Size	430394
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5776042
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Dynamic construction Finite element methods Strain 3-dimensional FEM Construction control Shield tunnel construction Soil Tunneling Heterotaxy Safety Subway station Argon Floors
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Numerical simulation of shield tunnel construction of adjacent masonry structure building

Study on reasonable chamber pressure of shield tunneling in undercrossing existing subway construction

Studies on dynamic behavior of the Subway Station influenced by down-through tunnel during strong seismic

Development of the safety control framework for shield tunneling in close proximity to the operational subway tunnels: case studies in mainland China

Numerical simulation of shield tunnel construction of adjacent framework structure building

Deformation analysis on underground ventilation adit of metro station due to large diameter shield tunneling

Disturbing Effect of Shield Tunnel Down-Traversing Nearby Existing Metro Tunnel

Key Construction Technology of Shield Tunneling Crossing underneath a Railway

Numerical Simulation of Shield Tunnel Crossing Masonry Structure Building with 45°

Numerical analysis of structural safety of existed subway station which a shield tunnel was constructed down through

Similar Documents

Numerical simulation of shield tunnel construction of adjacent masonry structure building

Study on reasonable chamber pressure of shield tunneling in undercrossing existing subway construction

Studies on dynamic behavior of the Subway Station influenced by down-through tunnel during strong seismic

Development of the safety control framework for shield tunneling in close proximity to the operational subway tunnels: case studies in mainland China

Numerical simulation of shield tunnel construction of adjacent framework structure building

Deformation analysis on underground ventilation adit of metro station due to large diameter shield tunneling

Disturbing Effect of Shield Tunnel Down-Traversing Nearby Existing Metro Tunnel

Key Construction Technology of Shield Tunneling Crossing underneath a Railway

Numerical Simulation of Shield Tunnel Crossing Masonry Structure Building with 45°

Numerical analysis of structural safety of existed subway station which a shield tunnel was constructed down through