In-Situ Experimental Analysis of Acceleration Response of Mountain Tunnel Lining to Rubbization-Induced Vibrations | Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan

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In-Situ Experimental Analysis of Acceleration Response of Mountain Tunnel Lining to Rubbization-Induced Vibrations

Zhao, Yong. - Nama Orang; Zhang, Dong-Mei. - Nama Orang; Peng, Mao-Zhu. - Nama Orang; Feng, Shi-Jin. - Nama Orang;

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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Judul Seri: Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction
No. Panggil: 624.19 (063) PEN in
Penerbit: Shanghai : Springer., 2018
Deskripsi Fisik: 319-328p.: Illus.; 18 x 24 cm
Bahasa: English
ISBN/ISSN: 978-981-13-0016-5
Klasifikasi: 624.19 (063)
Tipe Isi: -
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Subjek: TUNNELLING
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