Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground
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DOI: 10.1016/j.tust.2016.12.014
Abstract: Abstract Large settlements of the ground surface, crown and foot of a tunnel have been measured at a construction field that an NATM tunnel has been excavated under shallow overburden and unconsolidated ground conditions. For… read more here.
Keywords: shallow overburden; ground surface; ground; tunnel ... See more keywords