65fe813e50c03.pdf
DOI:
Mavjud emas
Raupov C. S., Malikov G. B., Zokirov J. J. FOREIGN EXPERIENCE IN THE USE OF HIGH-STRENGTH EXPANDED CLAY CONCRETE IN BRIDGE CONSTRUCTION (LITERATURE REVIEW) //Евразийский журнал академических исследований. – 2022. – Т. 2. – №. 10. – С. 125-140. https://vekha.ru/fibrobeton-tehniko-ekonomicheskaya Raupov C., Malikov G. Comparison of microcrack formation boundaries determined by complex of physical methods with long-term strength of expanded clay concrete under different types of stress state //E3S Web of Conferences. – EDP Sciences, 2023. – Т. 365. – С. 02023. Raupov C., Malikov G. DETERMINATION OF PHYSICAL AND STRUCTURAL-MECHANICAL CHARACTERISTICS OF EXPANDED CLAY CONCRETE //Science and innovation. – 2022. – Т. 1. – №. A5. – С. 264-275. Raupov C., Malikov G. Creep in expanded clay concrete at different levels of stress under compression and tension //E3S Web of Conferences. – EDP Sciences, 2023. – Т. 365. – С. 02008. Raupov C., Malikov G. DETERMINATION OF PHYSICAL AND STRUCTURAL-MECHANICAL CHARACTERISTICS OF EXPANDED CLAY CONCRETE //Science and innovation. – 2022. – Т. 1. – №. A5. – С. 264-275. Nishonov N., Rakhimjonov Z., Zokirov F. STATUS OF ASSESSMENT OF DYNAMIC CHARACTERISTICS OF INTERMEDIATE DEVICES OF VEHICLE BRIDGES //Nazariy va amaliy tadqiqotlar xalqaro jurnali. – 2022. – Т. 2. – №. 11. – С. 18-25. Ulugbek S. et al. Method of selecting optimal parameters of seismic-proof bearing parts of bridges and overpasses on high-speed railway line //European Journal of Molecular & Clinical Medicine. – 2020. – Т. 7. – №. 2. – С. 1076-1080. Zokirov F. Z., Sh K. S. EXPERIMENTAL THEORETICAL INVESTIGATIONS OF REINFORCED CONCRETE SAMPLES UNDER THE INFLUENCE OF LONG (SHORT) TERM TEMPORARY LOAD //Scientific Impulse. – 2023. – Т. 1. – №. 10. – С. 303-310.