In any of the stages of the sampling procedure a simple mistake can create the slightest variation that affects the sample, pushing it further from the real conditions. To most engineers, it’s no secret that there is no real undisturbed sample. When a telluric movement initiates, the sands behave like a liquid (or quicksand) causing catastrophic problems that could compromise the entire structure or project.ģ. This type of soils usually come with a very dangerous problem called liquefaction, present only on seismic grounds. This is partially because when cut, the condition on the cohesion soils remains slightly the same, while on the contrary, the cohesion less soils conditions depend a lot from the confinement of its surrounding environment. They can also be called friction soils.Īll the soil sampling procedures, that provide with an undisturbed sample, depend completely on the cohesion between the particles. As the name states they have no cohesion at all, and depend completely on the friction between the particles. What we will discuss in the following pages is the general procedure to obtain such samples, while revising some specifics as well as some general considerations and problems we could have.Ĭohesion-less soils are one of the two main types of soils existing. The problem arises when the soil is non-cohesive. This is why we need to obtain the most accurate information about the soil and its properties, relying on what we call an Undisturbed Sample. ![]() ![]() Civil engineering is all about critical thinking, and it all starts with the soil which is given to us, and we have to do what is best with the given conditions. On the foundations engineering every day on the field we see different cases, not one is the same as another.
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