In recent years, the reinforcement of calcareous sands using the microbially induced calcium carbonate precipitation (MICP) method has emerged as a prominent research area. Nevertheless, a significant
To study the cross-anisotropic behavior of aeolian sand at wide ranges of mean principal stresses p. True triaxial drained tests are conducted in three sectors of octahedral planes, the anisotropic sp
In recent years, the reinforcement of calcareous sands using the microbially induced calcium carbonate precipitation (MICP) method has emerged as a prominent research area. Nevertheless, a significant
To study the cross-anisotropic behavior of aeolian sand at wide ranges of mean principal stresses p. True triaxial drained tests are conducted in three sectors of octahedral planes, the anisotropic sp