Numerical Modeling on Localized Ground Subsidence Induced by the Tunneling in Sand | Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan

Pencarian berdasarkan :

SEMUA Pengarang Subjek ISBN/ISSN Pencarian Spesifik

Pencarian terakhir:

Image of Numerical Modeling on Localized Ground Subsidence Induced by the Tunneling in Sand

Text

Numerical Modeling on Localized Ground Subsidence Induced by the Tunneling in Sand

Zhou, Min. - Nama Orang; Wang, Fei. - Nama Orang; Du, Yan-Jun. - Nama Orang;

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

Ketersediaan

Tidak ada salinan data

Informasi Detail

Judul Seri: Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction
No. Panggil: 624.19 (063) WAN n
Penerbit: Singapore : Springer., 2018
Deskripsi Fisik: 84-92p.: Illus 18 x 24 cm
Bahasa: English
ISBN/ISSN: 978-981-13-0016-5
Klasifikasi: 624.19 (063)
Tipe Isi: -
Tipe Media: -
Tipe Pembawa: -
Edisi: -
Subjek: TUNNELLING
Info Detail Spesifik: -
Pernyataan Tanggungjawab: -

Versi lain/terkait

Tidak tersedia versi lain

Lampiran Berkas

Tidak Ada Data

Komentar

Anda harus masuk sebelum memberikan komentar