Hydraulic fracture failure during excavation of a working shaft for subway station: Forensic diagnosis and postfailure rehabilitation
Bibliographic record
Abstract
No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.
Source: Not provided · Quality: missing
Research context
OpenAlex topics: Rock Mechanics and Modeling · Tunneling and Rock Mechanics · Geotechnical Engineering and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (36)
Show source-provided references
1. Observed behaviors of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay10.1061/(ASCE)GT.1943-5606.0000553 ↗
2. Characteristics of groundwater seepage with cut-off wall in gravel aquifer. I: field observations10.1139/cgj-2014-0285 ↗
3. Responses of groundwater and soil to dewatering considering the barrier effect of adjacent metro station on multi-aquifers10.1016/j.jhydrol.2022.128117 ↗
4. Hydro-mechanical behavior of a deep excavation with dewatering and recharge in soft deposits10.1016/j.enggeo.2022.106780 ↗
5. One-dimensional reverse consolidation model for basal soil from deep excavation based on the continuous drainage boundary10.1061/IJGNAI.GMENG-8611 ↗
6. Experimental study on the artificial recharge of semiconfined aquifers involved in deep excavation engineering10.1016/j.jhydrol.2018.01.020 ↗
7. Deep excavation of the gate of the orient in Suzhou stiff clay: composite earth-retaining systems and dewatering plans10.1061/(ASCE)GT.1943-5606.0001837 ↗
8. Responses of retaining wall and surrounding ground to pre-excavation dewatering in an alternated multi-aquifer-aquitard system10.1016/j.jhydrol.2018.02.069 ↗
9. Calculation of groundwater head distribution with a close barrier during excavation dewatering in confined aquifer10.1016/j.gsf.2020.08.002 ↗
10. Study on artificial recharge and well loss in confined aquifers using theoretical and back-analysis calculations of hydrogeological parameters from recharge and pumping tests10.1007/s10064-022-02988-2 ↗
11. Interactive behaviors of four closely spaced mega excavations in soft clays: case study on an excavation group in Shanghai, China10.1016/j.tust.2023.105186 ↗
12. Hydraulic uplift of the base of a deep excavation in Oxford clay10.1680/geot.1979.29.1.35 ↗
13. M. Korff, R.J. Mair, A.F. Van Tol, F. Kaalberg, Building damage and repair due to leakage in a deep excavation, Proc. Inst. Civ. Eng.-Forensic Eng. 164 (4) (2011) 165–177. https://doi.org/10.1680/feng.2011.164.4.165.10.1680/feng.2011.164.4.165 ↗
14. Characterizing the failure pattern of a station box of Taipei rapid transit system (TRTS) and its rehabilitation10.1016/j.tust.2012.06.010 ↗
15. Y. Hong, C.W.W. Ng, Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift, Can. Geotech. J. 50 (2013) 153–164. https://doi.org/10.1139/cgj-2012-0170.10.1139/cgj-2012-0170 ↗
16. Failure investigation at a collapsed deep excavation in very sensitive organic soft clay10.1061/(ASCE)CF.1943-5509.0000557 ↗
17. Review of through-wall leaking incidents during excavation of the subway stations of Nantong metro line 1 in thick water-rich sandy strata10.1016/j.tust.2023.105056 ↗
18. Initiation and failure mechanism of base instability of excavations in clay triggered by hydraulic uplift10.1139/cgj-2013-0343 ↗
19. Failure of a retaining structure in a metro station excavation in Nanchang city, China10.1061/(ASCE)CF.1943-5509.0000855 ↗
20. Forensic diagnosis of a leaking accident during excavation10.1061/(ASCE)CF.1943-5509.0001058 ↗
21. Rethinking the water leak incident of tunnel LUO09 to prepare for a challenging future
22. Recent massive incidents for subway construction in soft alluvial deposits of Taiwan: a review
23. A three-dimensional fluid-solid coupled numerical modeling of the barrier leakage below the excavation surface due to dewatering10.1007/s10040-020-02142-w ↗
24. Analyses of leakage effect of waterproof curtain during excavation dewatering10.1016/j.jhydrol.2020.124582 ↗
25. Three-dimensional numerical modelling on localized leakage in segmental lining of shield tunnels10.1016/j.compgeo.2020.103549 ↗
26. W.-Z. Jiang, Y. Tan, Heavy rainfall-related excavation failures in China during 1994 to 2018: an overview, Eng. Fail. Anal. 129 (2021) 105695. https://doi.org/10.1016/j.engfailanal.2021.105695.10.1016/j.engfailanal.2021.105695 ↗
27. Undrained stability of pit-in-pit braced excavations under hydraulic uplift10.1016/j.undsp.2022.04.003 ↗
28. Seepage failure of a foundation pit with confined aquifer layers and its reconstruction10.1016/j.engfailanal.2022.106366 ↗
29. J. Wang, X. Liu, J. Liu, L. Wu, Q. Guo, Q. Yang, Dewatering of a 32.55 m deep foundation pit in MAMA under leakage risk conditions, KSCE J. Civ. Eng. 22 (8) (2018) 2784–2801. https://doi.org/10.1007/s12205-017-1950-6.10.1007/s12205-017-1950-6 ↗
30. Protection of a 193.5-m high concrete tube-shape TV tower close to subway excavations10.1061/JPCFEV.CFENG-4456 ↗
31. Catastrophic failure of Shanghai metro line 4 in July, 2003: occurrence, emergency response, and disaster relief10.1061/(ASCE)CF.1943-5509.0001539 ↗
32. Spatial corner effects of long and narrow multipropped deep excavations in Shanghai soft clay10.1061/(ASCE)CF.1943-5509.0000475 ↗
33. Statistical analyses on a database of deep excavations in Shanghai soft clays in China from 1995–201810.1061/(ASCE)SC.1943-5576.0000646 ↗
34. Ministry of Housing and Urban-Rural Development (MOHURD), Technical specification for retaining and protection of building foundation excavations (JGJ120-2012), China Architecture & Building Press, Beijing, 2012. (in Chinese).
35. Y. Lu, Y. Tan, Overview of typical excavation failures in China, In Geo-Congress 2019: Soil Erosion, Underground Engineering, and Risk Assessment, (2019) 315–332. https://doi.org/10.1061/9780784482155.033.10.1061/9780784482155.033 ↗
36. Longitudinal sliding event during excavation of Feng-Qi station of Hangzhou metro line 1: postfailure investigation10.1061/(ASCE)CF.1943-5509.0001181 ↗