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Pencarian Spesifik
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In-Situ Experimental Analysis of Acceleration Response of Mountain Tunnel Lining to Rubbization-Induced Vibrations
- Bagikan:
Resonant rubblization technology is often utilized to rehabilitate deteriorated condrete pavements. Vibrations induced by a resonant breaker would produce detrimental effects on lining structures in tunnel during rubblization construction. The in-situ experiments were carried out in Yangjiao Mountain Tunnel in Zheijiang Province, China. First, the characteristics of rubblization-induced vibration are analyzed in time and frequence domains.
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Informasi Detail
| Judul Seri |
Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction
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| No. Panggil |
624.19 (063) PEN in
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| Penerbit | Springer : Shanghai., 2018 |
| Deskripsi Fisik |
319-328p.: Illus.; 18 x 24 cm
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| Bahasa |
English
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| ISBN/ISSN |
978-981-13-0016-5
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| Klasifikasi |
624.19 (063)
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| Tipe Isi |
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| Tipe Media |
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| Tipe Pembawa |
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| Edisi |
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| Info Detail Spesifik |
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| Pernyataan Tanggungjawab |
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