A light weight block wall is constructed on a loose sand. The blocks weigh 8 KN, and 16KN and are arranged as indicated in the drawing. The base dimension of the structure is 10 meters by 1 meter wide. The depth of sand fill is 5 meters. Material properties for the sand are: Poisson's ratio is 0.30, and the modulus of elasticity is 10,000 KN/cubic meter. What is the anticipated settlement at the base of the structure in cm? Assume the soil is isotropic, linearly elastic and free draining.
This section requires Javascript.
You are seeing this because something didn't load right. We suggest you, (a) try
refreshing the page, (b) enabling javascript if it is disabled on your browser and,
finally, (c)
loading the
non-javascript version of this page
. We're sorry about the hassle.