1. Kashapova, K.R. & Kleveko, V.I. (2016). Results of model tests to determine horizontal deformations of reinforced soil retaining walls, Vestnik PNIPU. Prikladnaya ekologiya. Urbanistika, (4), pp. 128-140 (in Russian).
2. Kashapova, K.R. (2015) Modelling of reinforced ground foundations of bridge crossings by finite element method, Aktual'nye napravleniya nauchnyh issledovanij XXI veka: teoriya i praktika, (7-1), pp. 460-463 (in Russian).
3. Liu, H., Wang, X. & Song, E. (2011). Reinforcement load and deformation mode of geosynthetic-reinforced soil walls subject to seismic loading during service life, Geotextiles and Geomembranes, 29(1), pp. 1-16.
4. Haza, E., Gotteland, Ph. & Gourc, J.P. (2000) Design method for local load on a geosynthetic reinforced soil structure, Geotechnical and Geological Engineering, 18(4), pp. 243-267.
5. Mendonca, A., Lopes, M.L. & Pinho-Lopes, M. (2003) Construction and post-construction behaviour of a geogrid-reinforced steep slope, Geotechnical and Geological Engineering, 21(2), pp. 129-147.
6. Ling, H.I., Yang, S., Leshchinsky, D., Liu, H. & Burke, C. (2010) Finite-element simulations of full-scale modular-block reinforced soil retaining walls under earthquake loading, Journal of Engineering Mechanics – ASCE, 136(5), pp. 653-661.
7. Shapiro, D.M. & Tarasov, A.A. (2014) Analytical models of beds of inclined structures and retaining walls of reinforced soils, Soil Mechanics and Foundation Engineering, 51(4), pp. 181-187.
8. Kashapova, K.R. (2016). Planning of model experiments to study retaining walls reinforced with horizontal geosynthetic interlayers, Vestnik Permskogo nacional'nogo issledovatel'skogo politekhnicheskogo universiteta. Stroitel'stvo i arhitektura,. (1), pp. 30-38 (In Russian).
9. Burgonutdinov, A.M., Istomina, K.R. & Kleveko, V.I. (2019) Study of retaining structures with reinforced soil backfill, and fiber reinforced fly ash backfill, Transport. Transportnye sooruzheniya. Ekologiya, (3), pp. 15-22 (in Russian).
10. Kuznetsova, A.S. & Ponomarev, A.B. (2015) Planning experiment for studying the stress-strain state of a loaded massive of fibro-armed soil behind a retaining wall, Vestnik Permskogo nacional'nogo issledovatel'skogo politekhnicheskogo universiteta. Stroitel'stvo i arhitektura, (1), pp. 135-148 (in Russian).