k was 1.26, 1.45, 1.68, 2.03, and 2.24, having an increasing trend with water immersion times.
← all excerpts
Strength Degradation and Fracture Propagation of Repeatedly Immersed Artificial Dam Samples under Uniaxial Cyclic Loading-Unloading.
1
—
—
k was 1.26, 1.45, 1.68, 2.03, and 2.24, having an increasing trend with water immersion times.