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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Zaheri, Milad / Ranjbarnia, Masoud / Dias, Daniel (2023): New analytical approach to simulate the longitudinal fiberglass dowels performance installed at the face of a tunnel embedded in weak and weathered rock masses. In: Computers and Geotechnics, v. 153 (January 2023).

    https://doi.org/10.1016/j.compgeo.2022.105080

  2. Zaheri, Milad / Ranjbarnia, Masoud / Oreste, Pierpaolo (2019): Performance of systematic fully grouted rockbolts and shotcreted layer in circular tunnel under the hydrostatic conditions using 3D finite difference approach. In: Geomechanics and Geoengineering, v. 16, n. 3 (9 August 2019).

    https://doi.org/10.1080/17486025.2019.1648885

  3. Zaheri, Milad / Ranjbarnia, Masoud (2023): Long-Term Analysis of Tunnels in Rheological Rock Masses Considering the Excavation-Damaged Zone. In: International Journal of Geomechanics, v. 23, n. 1 (January 2023).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002642

  4. Zaheri, Milad / Ranjbarnia, Masoud (2020): A New Procedure for Calculation of Ground Response Curve of a Circular Tunnel Considering the Influence of Young’s Modulus Variation and the Plastic Weight Loading. In: Geotechnical and Geological Engineering, v. 39, n. 2 (26 October 2020).

    https://doi.org/10.1007/s10706-020-01546-5

  5. Zaheri, Milad / Ranjbarnia, Masoud (2021): Ground reaction curve of a circular tunnel considering the effects of the altered zone and the self-weight of the plastic zones. In: European Journal of Environmental and Civil Engineering, v. 26, n. 11 (April 2021).

    https://doi.org/10.1080/19648189.2021.1877829

  6. Ranjbarnia, Masoud / Zaheri, Milad / Dias, Daniel (2020): Three-dimensional finite difference analysis of shallow sprayed concrete tunnels crossing a reverse fault or a normal fault: A parametric study. In: Frontiers of Structural and Civil Engineering, v. 14, n. 4 (July 2020).

    https://doi.org/10.1007/s11709-020-0621-8

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