Predictive model of the dam foundation deformations according to the consolidation model
نویسندگان
چکیده
The dam with two culverts on the Vyunka river has been chosen for forecasting calculations. physical and geographical features of research area have explored. information organization control system hydraulic structure studied, mix diagnostic indicators state structures substantiation carried out. calculated values coefficients overall upstream downstream slopes stability cases considered exceeded standard coefficient stability. criteria at project stage defined by analysing calculation results ultimate element technique using Plaxis 2D program filtration modes, stress-strain state, strength main special combinations loads. choice is based assessing possibility monitoring their values. influence type damage destruction above elements different significance structures’ safety. A predictive model deformations base was built according to consolidation extrapolation method. obtained stricture are given.
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2021
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202129504007