Research Article

Experimental Strength of Earth-Based Construction Materials in Different Regions of China

Table 2

Results from loess cubes.

Specimen numberPeak load (kN)Compressive strength (MPa)Average (MPa)Standard deviationCoefficient of variation

Loess-138.783.883.840.280.07
Loess-238.433.84
Loess-331.173.12
Loess-438.253.83
Loess-538.643.86
Loess-638.773.88
Loess-737.373.74
Loess-841.444.14
Loess-941.184.12
Loess-1039.823.98