Research Article

Study on the Properties of an Ecotype Mortar with Rice Husks and Sisal Fibers

Table 4

Experimental results of test blocks.

SampleAverage compressive load (kN)Compressive strength (MPa)Average flexural load (kN)Flexural strength (MPa)

A163.4817.1413.043.26
A252.1214.0710.872.72
A351.2913.8510.502.63
A454.6714.778.602.15
A557.4115.5110.202.55
A652.2114.0910.882.72
A756.3115.218.582.15
A853.3814.419.112.28
A946.2312.489.682.42