@article{oai:kitami-it.repo.nii.ac.jp:02000390,
 author = {中村　大 and 川口 貴之 and 川尻 峻三 and 渡邊 達也 and 谷口 友秀},
 issue = {3},
 journal = {日本雪工学会論文集},
 month = {Jul},
 note = {In this study, laboratory model experiments were adopted as a research method to clarify 
the behaviors of the frost heaving phenomenon in structures. The experiments were conducted 
by placing structures in the soil with varying factors such as cross-sectional shape, burial depth, 
overburden load, friction and density, and their freezing and thawing behaviors were observed. 
It was confirmed that the inverted T-shape was effective in preventing the lifting of structures 
due to frost heaving. It was also found that there was a high possibility of greatly reducing 
the lifting of the structure by the frost heaving if an appropriate length of overhang could be 
provided at a depth below the maximum freezing depth. These results suggest that, in the case 
of a strip footing foundation with an inverted T-shape, burying the top of the footing at a depth 
below the maximum freezing depth is an appropriate means of preventing the frost heaving 
phenomenon.},
 pages = {59--69},
 title = {室内模型実験を用いた 構造物の凍着凍上挙動に関する基礎的研究},
 volume = {37},
 year = {2021}
}