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Shrinkage and thermal cracking in reinforced concrete retaining wall
Strain readings have been taken with demec gage of 3 ft gage length for 2 yr on reinforced concrete counterfort type retaining wall; cracks nearly always occurred at all vertical construction joints; it is evident that thermal effects have far greater influence on cracking behavior of reinforced concrete structures than has generally been recognized in past; general theory for cracking behavior of lightly reinforced and lightly loaded reinforced concrete members has been developed; this theory explains erratic behavior which is often experienced in practice, and can be used to design to limit state for maximum desirable crack width.
Shrinkage and thermal cracking in reinforced concrete retaining wall
Strain readings have been taken with demec gage of 3 ft gage length for 2 yr on reinforced concrete counterfort type retaining wall; cracks nearly always occurred at all vertical construction joints; it is evident that thermal effects have far greater influence on cracking behavior of reinforced concrete structures than has generally been recognized in past; general theory for cracking behavior of lightly reinforced and lightly loaded reinforced concrete members has been developed; this theory explains erratic behavior which is often experienced in practice, and can be used to design to limit state for maximum desirable crack width.
Shrinkage and thermal cracking in reinforced concrete retaining wall
Instn Civ Engrs -- Proc
Evans, E.P. (Autor:in) / Hughes, B.P. (Autor:in)
1968
15 pages
Aufsatz (Zeitschrift)
Englisch
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