Oblozinsky, P. Primary Author Kuwano, J. Additional Author mixed material bibliography London Taylor & Francis Group, 2006 en English

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271-275p. This paper present the results of centrifuge experiments on the stability of tunnel face in sandy ground. The model consisted of two main parts, an alumunium tube, representing the tunnel lining, and a thin pressurised rubber bag placed inside the aluminium tube to support the soil at the tunnel face. During the experiment, the pressure inside the rubber bag was reduced until the collapse of the face occurred. The main puprpose of the experiment was to determine the minimum supporting pressure to the tunnel face and visual observation of the failure mode and the extent of the failed zone. LOKASI: Ruang Koleksi Umum Rak: 2 TUNNEL 624. 121 (063) 0415391245 Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001) 624. 121 (063) 20453 2016-04-29 08:32:04 2021-05-05 11:36:18 machine generated