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Tuuneling-Inducced Ground Response: Simulating Synchronous Grouting in Shield Tunnels with the Consideration of Evolution of Grouting Pressure
- Bagikan:
Synchronous grouting is one key procedure to backfill the construction gap and control the ground subsidence. The grouting prsessure and grout properties are key construction factors that dominate the consequence of synhronous grouting. To investigate the effect of these factors, a novel framwork to simulate the process of synchronous grouting is proposed in this paper.
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Informasi Detail
| Judul Seri |
Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction
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| No. Panggil |
624.19 (063) QIA t
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| Penerbit | Springer : Singapore., 2018 |
| Deskripsi Fisik |
23-31p.: Illus.; 18 x 24
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| Bahasa |
English
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| ISBN/ISSN |
978-981-13-0016-5
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| Klasifikasi |
624.19 (063)
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| Tipe Isi |
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| Tipe Media |
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| Tipe Pembawa |
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| Edisi |
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| Subjek | |
| Info Detail Spesifik |
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| Pernyataan Tanggungjawab |
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