Geo-Environmental Problems Caused by Underground Construction
This Special Issue aimed to present the recent developments in the interaction between the coupled multi-physical fields and underground structures, as well as geo-environmental effects, to stimulate fruitful technical and scientific interactions between professionals.A total of ten papers regarding...
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| Materialtyp: | Online |
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| Språk: | engelska |
| Utgiven: |
MDPI - Multidisciplinary Digital Publishing Institute
2024
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| Ämnen: | |
| Länkar: | ONIX_20240514_9783725800421_88 |
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| _version_ | 1869523286437658624 |
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| collection | Directory of Open Access Books |
| description | This Special Issue aimed to present the recent developments in the interaction between the coupled multi-physical fields and underground structures, as well as geo-environmental effects, to stimulate fruitful technical and scientific interactions between professionals.A total of ten papers regarding geo-environmental problems in various fields caused by underground construction are presented in this Special Issue reprint. |
| format | Online |
| id | doab-20.500.12854ir-137486 |
| institution | Directory of Open Access Books |
| language | eng |
| publishDate | 2024 |
| publishDateRange | 2024 |
| publishDateSort | 2024 |
| publisher | MDPI - Multidisciplinary Digital Publishing Institute |
| publisherStr | MDPI - Multidisciplinary Digital Publishing Institute |
| record_format | ojs |
| spelling | doab-20.500.12854ir-1374862024-05-14T13:16:21Z Geo-Environmental Problems Caused by Underground Construction Bai, Bing twin tunnels super-large span share rate field monitoring finite element method energy method multi-stage loess slope single slip surface permanent displacement calculation method foundation pit model test pile anchor stress characteristic deformation filled-slope static action frame with prestressed anchor-plates stability unsaturated soil capillary rise layered soil water entry value pumped storage Wuyue Reservoir transient numerical simulation parameter inversion seepage field multi-coal seam goaf range of grouting opportunity of grouting subsidence reduction effect numerical simulation tunnel multilayer aquifer underground construction cement microcement injections Flysch waterproofing sandstone bedding strength bedding angle three-point bending fracture properties failure mode n/a double-sidewall guide pit method excavation sequence modeling experiments thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues This Special Issue aimed to present the recent developments in the interaction between the coupled multi-physical fields and underground structures, as well as geo-environmental effects, to stimulate fruitful technical and scientific interactions between professionals.A total of ten papers regarding geo-environmental problems in various fields caused by underground construction are presented in this Special Issue reprint. 2024-05-14T13:16:08Z 2024-05-14T13:16:08Z 2024 book ONIX_20240514_9783725800421_88 9783725800421 9783725800414 https://directory.doabooks.org/handle/20.500.12854/137486 eng application/octet-stream Attribution-NonCommercial-NoDerivatives 4.0 International https://mdpi.com/books/pdfview/book/8643 https://mdpi.com/books/pdfview/book/8643 MDPI - Multidisciplinary Digital Publishing Institute 10.3390/books978-3-7258-0041-4 10.3390/books978-3-7258-0041-4 46cabcaa-dd94-4bfe-87b4-55023c1b36d0 9783725800421 9783725800414 188 open access |
| spellingShingle | twin tunnels super-large span share rate field monitoring finite element method energy method multi-stage loess slope single slip surface permanent displacement calculation method foundation pit model test pile anchor stress characteristic deformation filled-slope static action frame with prestressed anchor-plates stability unsaturated soil capillary rise layered soil water entry value pumped storage Wuyue Reservoir transient numerical simulation parameter inversion seepage field multi-coal seam goaf range of grouting opportunity of grouting subsidence reduction effect numerical simulation tunnel multilayer aquifer underground construction cement microcement injections Flysch waterproofing sandstone bedding strength bedding angle three-point bending fracture properties failure mode n/a double-sidewall guide pit method excavation sequence modeling experiments thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues Geo-Environmental Problems Caused by Underground Construction |
| title | Geo-Environmental Problems Caused by Underground Construction |
| title_full | Geo-Environmental Problems Caused by Underground Construction |
| title_fullStr | Geo-Environmental Problems Caused by Underground Construction |
| title_full_unstemmed | Geo-Environmental Problems Caused by Underground Construction |
| title_short | Geo-Environmental Problems Caused by Underground Construction |
| title_sort | geo environmental problems caused by underground construction |
| topic | twin tunnels super-large span share rate field monitoring finite element method energy method multi-stage loess slope single slip surface permanent displacement calculation method foundation pit model test pile anchor stress characteristic deformation filled-slope static action frame with prestressed anchor-plates stability unsaturated soil capillary rise layered soil water entry value pumped storage Wuyue Reservoir transient numerical simulation parameter inversion seepage field multi-coal seam goaf range of grouting opportunity of grouting subsidence reduction effect numerical simulation tunnel multilayer aquifer underground construction cement microcement injections Flysch waterproofing sandstone bedding strength bedding angle three-point bending fracture properties failure mode n/a double-sidewall guide pit method excavation sequence modeling experiments thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues |
| topic_facet | twin tunnels super-large span share rate field monitoring finite element method energy method multi-stage loess slope single slip surface permanent displacement calculation method foundation pit model test pile anchor stress characteristic deformation filled-slope static action frame with prestressed anchor-plates stability unsaturated soil capillary rise layered soil water entry value pumped storage Wuyue Reservoir transient numerical simulation parameter inversion seepage field multi-coal seam goaf range of grouting opportunity of grouting subsidence reduction effect numerical simulation tunnel multilayer aquifer underground construction cement microcement injections Flysch waterproofing sandstone bedding strength bedding angle three-point bending fracture properties failure mode n/a double-sidewall guide pit method excavation sequence modeling experiments thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues |
| url | ONIX_20240514_9783725800421_88 |