Numerical Modeling on Localized Ground Subsidence Induced by the Tunneling in Sand Zhou, Min. Primary Author Wang, Fei. Additional Author Du, Yan-Jun. Additional Author mixed material bibliography Singapore Springer 2018 en English
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84-92p.: Illus 18 x 24 cm Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction Ground subsidence caused by tunneling is becoming a common problem in China due to rapid developing of underground space. Superstructures may crack and/or incline subjected to localized ground subsidence caused by tunneling. Ground subsidence would also induce breackage of buried pipelines which may even cause ground collapse due to pipe leakage. Mechanism of ground subsidence caused by tunneling in clay has been well understrood. Volume of setlement troughs in clay are widely accepted as a constant along the depth, which is equel to ground volume loss in the ground. LOKASI: Ruang Koleksi Umum Rak: 2 TUNNELLING 624.19 (063) 9789811300165 Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001) 624.19 (063) WAN n procee.jpg.jpg 24015 2023-06-15 09:10:26 2023-06-15 09:10:26 machine generated