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Hakan Alper Kamiloğlu ORCID

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. Kamiloğlu, Hakan Alper / Yılmaz, Fatih: Optimization, Characterization, and Carbon Footprint Analysis of Alkali Activated Waste Tuff and Fly Ash Mixtures for Deep Mixed Columns. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering.

    https://doi.org/10.1007/s40996-024-01463-0

  2. Kamiloğlu, Hakan Alper (2023): New RSM-FEM–Based Active Lateral Earth Thrust Coefficient Determination Method for Inverted T-Type Cantilever Retaining Walls Supporting Narrow Granular Backfill. In: International Journal of Geomechanics, v. 23, n. 11 (November 2023).

    https://doi.org/10.1061/ijgnai.gmeng-8402

  3. Kamiloğlu, Hakan Alper / Turan, Huseyin (2022): An Investigation of the Effect of Curing Temperature on the Deformation Characteristics of the Stabilized Soil Layers Treated with Lime and Tuff Wastes with Response Surface Method. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 46, n. 2 (February 2022).

    https://doi.org/10.1007/s40996-021-00697-6

  4. Kamiloğlu, Hakan Alper / Sadoglu, Erol (2017): Active Earth Thrust Theory for Horizontal Granular Backfill on a Cantilever Wall with a Short Heel. In: International Journal of Geomechanics, v. 17, n. 8 (August 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000886

  5. Kamiloğlu, Hakan Alper / Sadoglu, Erol (2019): Experimental and Theoretical Investigation of Short- and Long-Heel Cases of Cantilever Retaining Walls in Active State. In: International Journal of Geomechanics, v. 19, n. 5 (May 2019).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001389

  6. Kamiloğlu, Hakan Alper / Sadoglu, Erol (2019): A method for active seismic earth thrusts of granular backfill acting on cantilever retaining walls. In: Soils and Foundations, v. 59, n. 2 (April 2019).

    https://doi.org/10.1016/j.sandf.2018.12.003

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