Groundwater conditions can alter the effective stress state and mass characteristics of foundation soils and thereby influence seismic soil–structure interaction. This study evaluated the effect of groundwater level (GWL) on the seismic response of a multistory building–soil system using three-dimensional finite-elemen...
Sharafitdin Yuldashev, M. Boytemirov, A. Abdunazarov et al.· Science and innovation· 0 citations
Rising groundwater in urbanised territories of Uzbekistan changes the seismic behaviour of loessial soils from collapse-dominated to liquefaction-dominated, yet liquefaction hazard is usually assessed only for the groundwater position observed during the site investigation. This paper quantifies the effect of the forec...
F. Yuldashev, Sharafitdin Yuldashev, M. Boytemirov et al.· E3S Web of Conferences· 0 citations
Seismic ground hazard in the loess-covered territories of Uzbekistan is governed by two water-controlled mechanisms: collapse of unsaturated loessial soils and liquefaction of the same soils once saturated. This paper synthesises engineering-geological investigation reports completed in 2023–2025 for six construction s...
F. Yuldashev, Sharafitdin Yuldashev, A. Abdunazarov et al.· E3S Web of Conferences· 0 citations
This study presents a numerical assessment of seismic wave propagation in loess soils reinforced using the Deep Soil Mixing (DSM) method through three-dimensional finite element modeling in PLAXIS 3D. A 16-story residential building in Tashkent was selected as the case study. Two numerical models representing natural a...
E. Yadigarov, J. Bozorov, Nurali Muhammadkulov et al.· E3S Web of Conferences· 0 citations
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