As a guest user you are not logged in or recognized by your IP address. You have
access to the Front Matter, Abstracts, Author Index, Subject Index and the full
text of Open Access publications.
The presented analytic method deals with the calculation of stresses and strains in compressible ground improved with the group of vibrated or rammed gravel-sand columns. A basic case of rigid footing is solved through a set of 8 equations and following modifications are considered in calculation: the case of shear failure of gravel columns, the influence of vibration during installation, the case of variable replacement factor and the influence of different extent of column field dimensions beyond area of the footing. The second part of paper describes the solution of basic case of flexible footing. Selected examples of parameter studies on variable boundary conditions are shown. Results of presented method are compared with other studies and monitored examples from the practice.
This website uses cookies
We use cookies to provide you with the best possible experience. They also allow us to analyze user behavior in order to constantly improve the website for you. Info about the privacy policy of IOS Press.
This website uses cookies
We use cookies to provide you with the best possible experience. They also allow us to analyze user behavior in order to constantly improve the website for you. Info about the privacy policy of IOS Press.