2021
DOI: 10.1051/e3sconf/202126402044
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Comparability of estimates of the impact of gunpowder and gas-dynamic explosions on the stability of buildings and structures

Abstract: A brief description of natural and artificial influences influencing the stability of buildings and structures is presented. Studying the seismic resistance of buildings and structures designed, under construction, erected, and in operation requires time to wait for seismic activity, which is not permissible; costs of manpower and resources, which is inappropriate. In this regard, a working hypothesis has been put forward that by artificially acting on soils with the help of detonation wave energy, it will be … Show more

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Cited by 15 publications
(7 citation statements)
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“…Various construction organizations, research and project institutes offer organizational and technological solutions for adding additional floors, expanding buildings, expanding erkers and loggias, Diamond and strengthening structures, creating energy savings in buildings, replacing engineering networks, repairing roofs, etc. However, not all recommendations of foreign construction engineers can be applied to the territory of the Respublka of Uzbekistan [5][6][7][8][9][10][11][12][13][14][15][16][17][18][19][20][21][22][23].…”
Section: Resultsmentioning
confidence: 99%
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“…Various construction organizations, research and project institutes offer organizational and technological solutions for adding additional floors, expanding buildings, expanding erkers and loggias, Diamond and strengthening structures, creating energy savings in buildings, replacing engineering networks, repairing roofs, etc. However, not all recommendations of foreign construction engineers can be applied to the territory of the Respublka of Uzbekistan [5][6][7][8][9][10][11][12][13][14][15][16][17][18][19][20][21][22][23].…”
Section: Resultsmentioning
confidence: 99%
“…They were subjected to spiritual decay. All these indicators indicate that the reconstruction of buildings is possible [2][3][4][5][6][7][8][9][10][11][12][13][14][15].…”
Section: Resultsmentioning
confidence: 99%
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“…It was determined that for the porosity of the binder containing the K-9 additive to obtain Rtr / pore = 35.0 MPa for class B5 concrete at a given average density of 900-1050 kg/m 3 , it is necessary to introduce aluminum powder in an amount of 520-540 g/m 3 according to the indicated average density. To obtain a porous binder with K-9 for class B 7.5 concrete at a given average density of 1050-1100 kg / m 3 , respectively, 500-400 g / m 3 of aluminum powder were required [5][6][7][8][9][10][11][12].…”
Section: Discussion Of Resultsmentioning
confidence: 99%