Compute and Define Region of Elastic Reaction Force for Calculating the Section Force of Underground Construction by Finite Element Method
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tuyennq@hcmute.edu.vnKeywords:
chịu lực kháng đàn hồi, công trình ngầm, nội lực kết cấuAbstract
Defining the region which effected by the elastic reaction force of underground construction had the important meaning for the calculation of underground structure’s section force. The effective of elastic reaction force plays an important role to make stability and slight the working of underground structure, control their deformation, increase the value of axial force and decrease the bending moment of structure. By the previous experiment calculation, the angle which defines the region had not effected by the elastic reaction force of ground foundation. In this paper, to define exactly the j0angle, the region of elastic reaction force of underground structure, we used the Finite Element Method which is combined with the iterative algorithm calculation to compute section force value of the underground structure.
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References
C.S.Krishnamoorthy, “Finite Element Analysis Theory and Programming”. Second Edition, Tata McGraw-Hill Publish Company Limited, New Delhi,1996.
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Heinz Duddeck, “Guidelines for the Design of Tunnel”, Volume 3, 1988, ITA Working Group on General Approaches in Design of Tunnels.
Huynh Thi Minh Tam, University of Technology at Ho Chi Minh City, Master Thesis with topic: “Studying of underground structure”, 2001-2003.
Nguyen The Phung, Nguyen Quoc Hung, “Design the traffic tunnel construction”, Traffic and Transportation Publishing Company, 1998.
David M.Potts and Lidija Zdravkovic, Application: “Finite element analysis geological engineering”, Thomas Telford Publishing, Thomas Telford Ltd, I.Heron Quay, London, 2001.
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