Carbonized Biomass as a bonding agent for Non-Load Bearing CHB Productiondoi:10.47191/ETJ/V6I5.06Sally Grace B. OsorioDaryl F. GeneralJohn Ross B. MilandaRick Donald S. ManzonEstrelita L. BernardoEverant Journals
Load-bearing and non-load bearing CHB prisms with four types of mortar mixture proportion were tested to determine the local CHB infill properties based on ASTM procedures. The determined properties of CHB masonry were used to model the infill strut using the FEMA 356 procedures. A non-linear ...
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