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Behavior of pipes buried in expansive clays
Results of study of stresses induced in pipes buried in field in expansive clay and exposed to seasonal changes, as well as irrigation; asbestos cement pipes were tested to determine stresses at various sections; measurements of soil moisture changes and soil movements; high stresses resulted in pipe through inequalities in lateral and vertical swelling behavior of clay; these stresses could be greater than those caused by internal pressure.
Behavior of pipes buried in expansive clays
Results of study of stresses induced in pipes buried in field in expansive clay and exposed to seasonal changes, as well as irrigation; asbestos cement pipes were tested to determine stresses at various sections; measurements of soil moisture changes and soil movements; high stresses resulted in pipe through inequalities in lateral and vertical swelling behavior of clay; these stresses could be greater than those caused by internal pressure.
Behavior of pipes buried in expansive clays
ASCE -- Proc (J Soil Mechanics Foundation Div)
Kassiff, G. (Autor:in) / Zeitlen, J.G. (Autor:in)
1962
17 pages
Aufsatz (Zeitschrift)
Englisch
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