| 000 | 01579nab a2200265 i 4500 | ||
|---|---|---|---|
| 001 | 357 | ||
| 003 | UA-KpCNTU | ||
| 005 | 20251201181107.0 | ||
| 008 | 250211b un |||| |||| 00| 0 eng d | ||
| 040 |
_cЦНТУ _aUA-KpCNTU |
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| 041 | _aeng | ||
| 100 |
_aKarpiuk І. _91302 |
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| 245 |
_aSurface Subsidence Ground During Tunnel Construction _h[Тext] _c / І. Karpiuk, V. Karpiuk |
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| 260 |
_aКропивницький : _bЦНТУ, _c2020. |
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| 300 | _aС. 194-200. | ||
| 490 |
_aЦентральноукраїнський науковий вісник. Технічні науки _vВип. 3(34) |
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| 500 | _aThe cross-sectional area of the tunnel, fortified with a rim, is always smaller than the excavation area in the ground. Exact methods are still very arbitrary and need to be improved. The article presents the results of calculating the internal force factors of a monolithic reinforced concrete frame of a vaulted tunnel. The data obtained in the calculation of the PC "PLAXIS-8". | ||
| 653 | _avaulted tunnel | ||
| 653 | _aframe | ||
| 653 | _ageneral and additional precipitation of the earth's surface | ||
| 700 |
_aKarpiuk, V. _91303 |
||
| 773 | 0 |
_tЦентральноукраїнський науковий вісник. Технічні науки. Вип. 3/34 _w247 _x2664-262X |
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| 856 |
_uhttps://dspace.kntu.kr.ua/handle/123456789/10453 _yРепозитарій Центральноукраїнського національного технічного університету |
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| 942 |
_2udc _n0 _cIR |
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| 999 |
_c357 _d357 |
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