Shear Response of Bio-Cemented Sands with Varying Article Sizes Under Different Stress Paths

The shear response of bio-cemented sand was investigated by conducting a series of drained triaxial tests under different confinements and stress paths at three levels of cementation本研究通过在三种胶结程度水平下，开展一系列不同围压与应力路径的固结排水三轴剪切试验，探究了生物胶结砂（bio-cemented sand）的剪切响应。