<p>Conventional investigations on the behavior of reinforced and unreinforced soils are often investigated at the failure point. In this paper, a new concept of comparison of the behavior of reinforced and unreinforced soil by estimating the strength and strength ...

<p>This paper describes a study of the stress-strain-pore water pressure behavior of Mexico City sediments subjected to one hundred sinusoidal stress-controlled cycles of loading. The influence of factors, such as, yielding stress, confining pressure, cyclic ...