- Title
- A numerical investigation of sinkhole subsidence development over shallow excavations in tectonised weak rocks: the Dolaei tunnel's excavation case
- Creator
- Fathi Salmi, Ebrahim; Nazem, Majidreza; Giacomini, Anna
- Relation
- Geotechnical and Geological Engineering Vol. 35, Issue 4, p. 1685-1716
- Publisher Link
- http://dx.doi.org/10.1007/s10706-017-0202-3
- Publisher
- Springer
- Resource Type
- journal article
- Date
- 2017
- Description
- Roof collapses during the constructions of underground excavations in weak rocks is a serious problem. In particular, excavations in shallow depths and in incompetent rocks may initiate the caving of the overburden materials and sinkhole formation. Sinkholes have significant environmental impacts and more importantly, they threaten the stability of surface and subsurface infrastructures above the excavations. This study investigates the formation of sinkhole subsidences in shallow excavations in poor and problematic rocks. The progressive collapse and sinkhole subsidence in the Dolaei road tunnel is considered as a case history. Understanding the geological and geotechnical characteristics of rocks is the fundamental step for analysing the mechanisms of instability. Rock mass characteristics are reviewed, and the most effective factors impacting on the tunnel's stability are identified and discussed. The role of the method of excavation and support in controlling ground movements are assessed through numerical modellings. The effect of pre-support as a practical technique for controlling ground movements and preventing sinkhole formation in weak rocks is also discussed. Outcomes of this study indicate that the rock mass surrounding the Dolaei tunnel consists of highly tectonised and foliated metamorphic rocks. Schistosity and foliation considerably impact on the strength and deformability of the rock mass. This study shows that the geological characteristics of the rocks in the Dolaei tunnel had substantial effect on the collapse and sinkhole formation. The numerical findings also reveal that employing pre-supporting techniques, particularly forepoling, using a staged excavation and applying composite support systems (consisting of rock bolts and reinforced shotcrete) are practical remedies to prevent the progressive collapse, and to avoid the formation of sinkholes during excavation in weak rocks in shallow depths.
- Subject
- sinkhole subsidence; pock mass properties; support system; numerical simulatin; forepoling; Dolaei road tunnel
- Identifier
- http://hdl.handle.net/1959.13/1399487
- Identifier
- uon:34613
- Identifier
- ISSN:0960-3182
- Language
- eng
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