A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Determination of the depth of soil freezing in foundation beds of buildings
Conclusions The heating conditions of the soils in foundation beds of buildings and structures are affected, besides by the boundary conditions, by three basic factors:water content of the soil at the start of freezing;depth and density of the snow cover;design of the foundation and lower story of the building.A limiting factor when designating the depth of building foundationsis the depth of soil freezing at the corners facing the prevailing winds, since soil freezing near the wall is less by a factor of 1.5–2.Under Siberian conditions snow is a good insulating material for reducing the freezing depth and temperatures of freezing together of the soil and foundation.
Determination of the depth of soil freezing in foundation beds of buildings
Conclusions The heating conditions of the soils in foundation beds of buildings and structures are affected, besides by the boundary conditions, by three basic factors:water content of the soil at the start of freezing;depth and density of the snow cover;design of the foundation and lower story of the building.A limiting factor when designating the depth of building foundationsis the depth of soil freezing at the corners facing the prevailing winds, since soil freezing near the wall is less by a factor of 1.5–2.Under Siberian conditions snow is a good insulating material for reducing the freezing depth and temperatures of freezing together of the soil and foundation.
Determination of the depth of soil freezing in foundation beds of buildings
Pal'kin, Yu. S. (author)
1964
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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