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Deformation of NHL3.5 and CL90/PC hybrid mortars
2009
Proceedings of the Institution of Civil Engineers : Construction Materials
The time-dependent deformation of an NHL 3.5 natural hydraulic lime mortar, a 1 : 6 Portland cement mortar, two Portland cement/CL90 hybrid mortars and a CL90 lime paste, through creep and drying shrinkage under load, has been investigated. An apparatus was constructed to measure the dimensional changes of eight individual samples simultaneously. A reversible relationship between changes in specimen dimension and relative humidity has been established. The influence of load on deformation rate
doi:10.1680/coma.2009.162.1.29
fatcat:xsyzghuymvepxfro73jnecru24