Investigation of the loads on the primary lining for tunnels excavated with face support or improvement

Fortsakis, P.; Chortis, Filippos; Prountzopoulos, G.; Kavvadas, Michael

doi:10.1201/b14769-92

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2015

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“…Hirata et al (2013) investigated the behavior of physical models (scale 1:30) and performed numerical analyses on the effects of long face bolts on face stability in squeezing ground. Fortsakis et al (2013) applied 3D numerical stress analyses that took account of the individual face bolts and confirmed the results of Peila et al (1996), according to which face reinforcement may increase the final load on the lining considerably. Perazzelli and Anagnostou (2013) showed that the common approach of modeling the bolts using one-dimensional structural elements may produce wrong results, depending on the spatial discretization.…”

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confidence: 69%