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Title: Compressive Strength Prediction of Hollow Concrete Block Masonry Prisms

Author(s): K. Ramamurthy, V. Sathish, and R. Ambalavanan

Publication: Structural Journal

Volume: 97

Issue: 1

Appears on pages(s): 61-67

Keywords: compressive strength; concrete blocks; masonry; mortars (material); prisms; tests.

DOI: 10.14359/834

Date: 1/1/2000

Abstract:
This paper discusses the results of a systematic experimental investigation on 306 stretcher bonded concrete hollow block masonry prisms under axial compression for the influences of block-mortar strength combinations, block geometry, height to thickness ratio (h/t) of block, mortar bedding, and thickness of mortar joint. The test results are then used to derive a prediction relation for a rational assessment of the compressive strength of masonry prisms.


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