Ground failure and soil erosion caused by bursting of buried water pipeline: experimental and numerical investigations
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OpenAlex topics: Geotechnical Engineering and Underground Structures · Landslides and related hazards · Geophysical Methods and Applications
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References (50)
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1. Ministry of Housing and Urban-Rural Development of People’s Republic of China. (2023). China Urban-Rural Construction Statistical Yearbook for the year 2022. https://www.mohurd.gov.cn/gongkai/fdzdgknr/sjfb/tjxx/jstjnj/index.html. (accessed Mar. 1, 2024).
2. Long-term corrosion of cast iron cement lined pipes
3. Probabilistic physical modelling of corroded cast iron pipes for lifetime prediction10.1016/j.strusafe.2016.09.004 ↗
4. Model tests and numerical modeling of the failure behavior of composite strata caused by tunneling under pipeline leakage conditions10.1016/j.engfailanal.2023.107287 ↗
5. Review of cave-in failures of urban roadways in China: a database10.1061/(ASCE)CF.1943-5509.0001658 ↗
6. Investigation on the phenomena and influence factors of urban ground collapse in China10.1007/s11069-022-05304-z ↗
7. Excavation failure due to pipeline damage during shallow tunnelling in soft ground10.1016/j.tust.2014.11.004 ↗
8. Physical modeling on sand erosion around defective sewer pipes under the influence of groundwater10.1061/(ASCE)HY.1943-7900.0000785 ↗
9. Influence of location of subsurface structures on development of underground cavities induced by internal erosion10.1016/j.sandf.2015.06.014 ↗
10. Soil arching due to leaking of tunnel buried in water-rich sand10.1016/j.tust.2019.103158 ↗
11. Experimental study on interaction mechanism between pipeline seepage erosion and adjacent foundation pile10.1007/s11440-023-02018-9 ↗
12. Evaluation of defective sewer pipe-induced internal erosion and associated ground deformation using laboratory model test10.1139/cgj-2016-0558 ↗
13. Visualization of three dimensional failure in sand due to water inflow and soil drainage from defective underground pipe using X-ray CT10.3208/sandf.49.959 ↗
14. Image analysis of soil failure on defective underground pipe due to cyclic water supply and drainage using X-ray CT, Front. Struct
15. Experimental study of ground subsidence mechanism caused by sewer pipe cracks10.3390/app8050679 ↗
16. Failure evolution and mechanism of ground collapse due to exfiltration of shallowly buried water pipeline10.1016/j.engfailanal.2024.108390 ↗
17. P.A. Cundall, A computer model for simulating progressive large-scale movements in block rock mechanics, in: Proceedings of the Symposium of International Society of Rock Mechanics, Nancy, II (1971) Article 8.
18. Discrete numerical-model for granular assemblies10.1680/geot.1979.29.1.47 ↗
19. Stability analyses on slopes of clay-rock mixtures using discrete element method10.1016/j.enggeo.2018.07.021 ↗
20. Experimental study for joint leakage process of tunnel lining and particle flow numerical simulation10.1016/j.engfailanal.2022.106348 ↗
21. Study on soil-rock slope instability at mesoscopic scale using discrete element method10.1016/j.compgeo.2023.105268 ↗
22. CFD-DEM modeling of seepage erosion around shield tunnels10.1016/j.tust.2018.09.017 ↗
23. Numerical analyses of erosion in sand-gravel mixtures caused by buried defective pipeline under intense rainfall
24. Analysis of pipeline deformation caused by shield tunnel excavation that obliquely crosses existing pipelines10.1007/s12517-022-09462-z ↗
25. A novel coupled FDM-DEM modelling method for flexible membrane boundary in laboratory tests10.1002/nag.3019 ↗
26. A multiscale coupling approach between discrete element method and finite difference method for dynamic analysis10.1002/nme.4771 ↗
27. Localized fluidization in a granular medium10.1103/PhysRevE.87.042206 ↗
28. J.E. van Zyl, M.O. Alsaydalani, C.R. Clayton, T. Bird, A. Dennis, Soil fluidisation outside leaks in water distribution pipes–preliminary observations, Proceedings of the Institution of Civil Engineers-Water Management. Thomas Telford Ltd. (2013) Doi: 10.1680/wama.11.00119.10.1680/wama.11.00119 ↗
29. Experimental observations on the initiation of sand-bed erosion by an upward water jet10.1061/(ASCE)HY.1943-7900.0001302 ↗
30. Parameters affecting the localized fluidization in a particle medium10.1002/aic.15665 ↗
31. Hydraulics of fluidized cavities in porous matrices: cavity heights and stability for upward water jets10.1061/(ASCE)HY.1943-7900.0001911 ↗
32. Forensic diagnosis of a leaking accident during excavation10.1061/(ASCE)CF.1943-5509.0001058 ↗
33. Hydraulic fracture failure during excavation of a working shaft for subway station: forensic diagnosis and postfailure rehabilitation10.1016/j.engfailanal.2023.107750 ↗
34. J.-C. Liu, Y. Tan, S.-M. Liao, Protection of a 193.5-m high concrete tube-shaped tv tower close to subway excavations, J. Perform. Constr. Facil. 37 (5) (2023) 04023043, Doi: 10.1061/JPCFEV.CFENG-4456.10.1061/JPCFEV.CFENG-4456 ↗
35. Application of modified DIC technology in press-in pile model test
36. Experimental study on failure of temporary earthen slope triggered by intense rainfall10.1016/j.engfailanal.2020.104718 ↗
37. Influences of stone content on stability of gravel soil slope based on DIC analysis
38. Dynamic simulation and mechanical analysis of large-diameter water main burst
39. S. Luo, The countermeasures for water supply pipes of large diameter breaks in city, Zhejiang Univ. Tech. (2012) (in Chinese).
40. Coupled DEM–LBM simulation of internal fluidisation induced by a leaking pipe10.1016/j.powtec.2014.01.048 ↗
41. Deformation measurements by digital image correlation: Implementation of a second-order displacement gradient10.1007/BF02326485 ↗
42. Column-forming mechanisms of jet grouting in water-rich sands and its engineering application
43. Diffusion of submerged jets
44. Measurements of entrainment by axisymmetrical turbulent jets10.1017/S0022112061000834 ↗
45. Study on the soil erosion around underground pipe leakage
46. Seepage failure experiment of sandy soil caused by leakage of underground water pipe
47. Multiscale analysis of tunnel surrounding rock disturbance: A PFC3D-FLAC3D coupling algorithm with the overlap domain method10.1016/j.compgeo.2022.104752 ↗
48. Effect of particle shape on the progressive failure of shield tunnel face in granular soils by coupled FDM-DEM method10.1016/j.tust.2020.103394 ↗
49. Itasca Consultant Group, FLAC3D 7.0 documentation, Consulting Group Incorporated, Minneapolis, Minnesota. Itasca (2019) https://docs.itascacg.com/.
50. Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosion10.1007/s11440-018-0655-4 ↗