Assignment of minimum depth of piled foundation in structurally unstable permafrost soils factoring in emergency situations
Abstract The set-out task is presented on the example of permafrost soils. Presented results show temperature regime calculations of the soil base of a building constructed according to 1 principle factoring in thermal effects of the underground collector, above-ground heat supply system and the eme...
| Published in: | IOP Conference Series: Materials Science and Engineering |
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| Main Authors: | , , |
| Format: | Article in Journal/Newspaper |
| Language: | unknown |
| Published: |
IOP Publishing
2020
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| Subjects: | |
| Online Access: | http://dx.doi.org/10.1088/1757-899x/869/7/072040 https://iopscience.iop.org/article/10.1088/1757-899X/869/7/072040/pdf https://iopscience.iop.org/article/10.1088/1757-899X/869/7/072040 |
| Summary: | Abstract The set-out task is presented on the example of permafrost soils. Presented results show temperature regime calculations of the soil base of a building constructed according to 1 principle factoring in thermal effects of the underground collector, above-ground heat supply system and the emergency blow-out of high-temperature fluid from communications. Changes in the temperature regime of soils in the soil base of the building are assessed in the article. Article gives recommendations for assignment of minimum depth of piled foundations under presented conditions. |
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