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ANALYTICAL STUDY ON ATTENUATION PROPERTIES OF GROUND VIBRATION PROPAGATED FROM CUT-AND-COVER TUNNEL
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- ORIHARA Kaho
- 早稲田大学大学院創造理工学研究科
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- TSUNO Kiwamu
- (公財)鉄道総合技術研究所 構造物技術研究部
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- AKAGI Hirokazu
- 早稲田大学 理工学術院
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- FURUTA Masaru
- 日本工営(株) 海外事業本部鉄道事業部
Bibliographic Information
- Other Title
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- 地下鉄開削トンネルから発生する振動の伝播性状に関する解析的検討
Description
Attenuation properties of subway-induced ground vibration propagated from cut-and-cover tunnels are investigated based on two-dimensional FE analysis. The numerical calculation was verified by comparing the calculation results with the field measurement data obtained at a subway cut-and-cover tunnel. This paper discusses the influence of ground characteristics, such as soil shear wave velocity, Poisson's ratio and damping constants, on the attenuation properties based on parametric studies with a view from the magnitude range of coefficients in a logarithmic regression expression and Bornitz formula. The effect of the thickness of tunnel member, the structure of tunnel corner and the properties of backfilling material above the tunnel on the ground attenuation is also numerically investigated.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering)
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Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering) 72 (1), 27-38, 2016
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205355475584
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- NII Article ID
- 130005148057
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- ISSN
- 21856575
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed