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Mechanical Analysis of a Super-Large-Diameter Shield Tailskin Under Deep Ground Load



The deformation and stress of a super-large-diameter shield tailskin are analyzed in this paper. Four kinds of structure analysis models, i.e. the perfect solid shell model, the defected solid shell model, the perfect hollow-layered shell model, and the defected hollow-layered shell model are formed to study the effects of initial geometrical defects and the hollow-layered shell formation on the deformation properties of the tailskin. Using the FEM modelling, the defected hollow-layered shell model gets a maximum deformation of 18.8 mm and a maximum Mises-stress of 304 MPa under the ultimate load condition, which indicates plastic deformation; while the perfect solid shell model shows a corresponding result of 3.6 mm and 71.6 MPa. The study shows initial geometrical defects and hollow-layered shell formation lead to much larger deformation and higher stress value, compared with the perfect solid shell model. It is necessary to consider these two factors when designing super-large-diameter shields for deep-buried tunnels.

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Judul Seri
Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction
No. Panggil
624.19 (063) ZHO m
Penerbit Springer : Shanghai.,
Deskripsi Fisik
442-450p.: Illus.; 18 x 24 cm
Bahasa
English
ISBN/ISSN
978-981-13-0016-5
Klasifikasi
624.19 (063)
Tipe Isi
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Tipe Media
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Tipe Pembawa
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Edisi
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Subjek
Info Detail Spesifik
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Pernyataan Tanggungjawab

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