THIS PAPER AIMED TO STUDY THE INFLUENCES OF SPECIMEN size AND SHAPE effect ON THE COMPRESSIVE STRENGTH OF CLSM MATERIAL. THE CLSM WAS FORMULATED WITH FINE AGGREGATE SOIL, CEMENT, AND WATER. THE MECHANICAL PROPERTIES IN COMPRESSION WERE CHARACTERIZED USING CUBE AND CYLINDER SPECIMENS WITH A size RANGE OF UP TO THREE. COMPRESSIVE STRENGTH TESTS OF FOUR CLSM MIXTURES WERE COMPLETED. IN ALL CASES, THE PEAK COMPRESSIVE STRENGTHS WERE FOUND TO INCREASE AS THE CEMENT VOLUME FRACTION INCREASED. NORMALIZED STRENGTHS DECREASED FOR INCREASES IN SPECIMEN size, WITH VARIOUS PROPORTION CEMENT CONTENTS IN MIX DESIGNS.