This study investigates the shear strength characteristics of mudstone gravel slope following polymer grouting reinforcement through in-situ direct shear test. A corresponding numerical model was ...
Clay-type muddy interlayer is a key control factor leading to the instability of layered slopes, and it is of great significance to carry out the research on the shear characteristics of clay-type ...
Some results have been hidden because they may be inaccessible to you
Show inaccessible results