Articles

Publications in journals indexed by the HAC

1. Dyakonov, I. P. Evaluation of the reduced strength characteristics of a pile-soil massif when calculating passive soil pressure / I. P. Dyakonov, I. B. Bashmakov, N. A. Sheina // Components of Scientific and Technological Progress. - 2024. - No. 5 (95). - P. 8-15. - EDN KNCHOR.
2. Mangushev, R. A. Numerical modeling of pit excavation with account for regional peculiarities of mechanical behavior of foundation soils / R. A. Mangushev, I. B. Bashmakov, D. A. Paskacheva // Construction and Geotechnics. – 2024. – Vol. 15, No. 3. – P. 56–67. – DOI 10.15593/2224-9826/2024.3.05. – EDN EALXEN.
3. Ensuring safe construction conditions in congested urban development of the historical center of Saint Petersburg using monitoring (based on the example of Shuvalov Palace) / R. A. Mangushev, I. P. Dyakonov, A. I. Osokin, F. N. Kalach, I. B. Bashmakov // Geotechnics. - Vol. XV, No. 4. - P. 44-59.

Publications in journals indexed in Scopus

1. Bashmakov, I. (2023). Analytical methods for calculating passive ground pressure in the construction of ground berms. In CRC Press eBooks (pp. 1009–1014).
2. Mangushev, R. A., Diakonov, I., Bashmakov, I., & Паскачёва, Д. (2023). Calculation method of determining the earth pressure on the diaphragm wall considering the undrained soil behavior. In CRC Press eBooks (pp. 1015–1021).
3. Dyakonov, I. V., Bashmakov, I., Zavodchikova, M. B., & Cheremhina, A. (2023). Reverse analysis of geotechnical monitoring results for the estimation of the diaphragm walls stress-strain. In CRC Press eBooks (pp. 1022–1027).
4. Osokin, A., Paramonov, M., Dyakonov, I. V., & Bashmakov, I. (2023). Determination of the bending moment in the diaphragm wall by inclinometric observations. E3S Web of Conferences, 371, 02015.
5. Кuznetsov, A., Bashmakov, I., Murashova, D., & Savikov, R. (2023). Taking into account technological features of the diaphragm wall for deep pits. E3S Web of Conferences, 371, 02013.
6. Mangushev, R. A., Bashmakov, I., Paskiacheva, D., & Kvashuk. A (2023). Mathematical modeling of undrained behavior of soils. International Journal for Computational Civil and Structural Engineering, 19(1), 97–111. 

Publications in journals indexed in the RSCI

1. Paskacheva, D. A. Analysis of the stress-strain state of the enclosing structure taking into account the undrained behavior of weak clayey soils in the conditions of St Petersburg / D. A. Paskacheva, I. B. Bashmakov // Series "Construction": a collection of articles by master's and postgraduate students [in 2 volumes]. - St Petersburg: SPbGASU, 2023. - Pp. 469-478. 
2. Bashmakov, I. B. Analytical approaches to calculating passive soil pressure when constructing soil berms / I. B. Bashmakov, M. S. Barankov, K. V. Slivets // Modern challenges of the transport industry: new opportunities: materials of the interuniversity scientific and practical conference of transport universities; St Petersburg, Admiral Makarov State University of Maritime and Inland Shipping, Russian University of Transport. – Moscow: Pero, 2023. – P. 14–19.
3. Mangushev, R.A. Numerical modeling of excavation pit development taking into account regional features of the mechanical behavior of foundation soils / R.A. Mangushev, I.B. Bashmakov, D.A. Paskacheva // Proceedings of the III All-Russian Conference with International Participation "Deep Foundations and Problems of Geotechnical Engineering of Territories", Perm, May 29–31, 2024. – Perm, 2024. – P. 204–217.