Normal frost heave forces under the foundation base can be neutralized by foundation embedment below the seasonal frost line.
Olga Tretiakova 2017, 'CALCULATION OF TANGENTIAL FROST HEAVE STRESSES BASED ON PHYSICAL, MECHANICAL AND STRESS-STRAINBEHAVIOR OF FROZEN SOIL', Architecture and Engineeringhttps://aej.spbgasu.ru/index.php/AE/article/view/121/76. Retrieved from DOAJ CC BY 4.0 (https://creativecommons.org/licenses/by-sa/4.0/legalcode)