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Winter construction -- Earthwork and foundations
Summary of current cold weather specifications and construction practices of federal, state, and private agencies and organizations; results of letter and questionnaire surveys and case histories indicate that embankment and foundation projects can be successfully constructed using both cohesive and cohesionless soils; however, ease with which soil can be satisfactorily placed decreases considerably as temperatures dip below freezing; relatively clean, granular soils having low moisture are easier to com-pact during freezing weather, and expand less upon freezing than finer grained cohesive soils; methods suggested for preventing freezing of soils.
Winter construction -- Earthwork and foundations
Summary of current cold weather specifications and construction practices of federal, state, and private agencies and organizations; results of letter and questionnaire surveys and case histories indicate that embankment and foundation projects can be successfully constructed using both cohesive and cohesionless soils; however, ease with which soil can be satisfactorily placed decreases considerably as temperatures dip below freezing; relatively clean, granular soils having low moisture are easier to com-pact during freezing weather, and expand less upon freezing than finer grained cohesive soils; methods suggested for preventing freezing of soils.
Winter construction -- Earthwork and foundations
ASCE Structural Eng Conf -- Prepr
Yoakum, D.D. (Autor:in)
ASCE Structural Engineering Conference ; 1967
1967
16 pages
Aufsatz (Konferenz)
Englisch
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Winter Earthwork Construction in Upper Michigan
NTIS | 1977
|Survey of winter construction practices -- Earthwork, concrete and asphalt
Engineering Index Backfile | 1966
|