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Ditemukan 1 dari pencarian Anda melalui kata kunci: author=Koyama, T.
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Work and Design of a New Tunneling Method ‘SENS’ to Unconsolidated Ground
Komentar Bagikan
Chishiro, K.Isogai, A.Koizumi, A.Koyama, T.Lida, H.Ono, T.

The sambonihara Tunnel is on the Tohoku Shinkansen Line. The geology of this tunneling site mainly consists of alternating layers of unconsolidated sandy soil under high hydraulic preassures and cohesive soil. This tunnel was excavated using the NATM, but the tunnel face collapsed twice, preventing the tunnel construction from advancing as scheduled. We therefore conducted an-depth study to dev…

Edisi
-
ISBN/ISSN
0-415-39124-5
Deskripsi Fisik
231-239p.
Judul Seri
Proceedings Geotechnical Aspects of Underground Construction in Soft Ground
No. Panggil
624.121 (063)