Introduction the expansive soil shows obvious volumetric changes under changing moisture conditions. these volumetric deformations usually result in differential movements of shallow foundations resting on it. consequently, structural damages could happen if no special measures would have been taken during the design process. this article illustrates the possibility to predict such movements us...

Flood creates the most complex problems of engineering hydrology and extreme flood contains crucial risk for urban areas, infrastructure, industry agriculture. The aim this paper is to study transient flow caused by levee Filyos River. Numerical modeling based on finite element method was performed in analyses. PlaxFlow which an add-on module Plaxis 2D, used time variation seepage several point...

The foundation is the structure of lower part a building that directly related to ground or located below surface which has function bearing load other parts above it. There are various kinds dynamic capacity pile foundation, one used with field test results, namely PDA Test. purpose this research determine carrying piles using Test data then results analysis will be compared calculations Plaxi...

To accommodate the shear requirement and settlement of high rise construction, concept piled-raft foundation has been developed. This research deals with successive analysis parameters system using PLAXIS-2D as a FEM tool. Plain strain piled raft conducted out by fixing up parameters. For two cases studied for lying on silty soil deposit clayey respect to uniform static loading from superstruct...

The need to rebuild and upgrade old structures has grown in recent years, particularly large urban areas. These renovation activities frequently affect the structural load of building, eventually increasing loads acting on foundation. This paper illustrates a case study which cement grouting method was used improve load-carrying capability an structure's influence various key variables method, ...