In a combined piled raft foundation (CPRF) both and piles take their share of the total load applied. However, in practice, contribution taking is usually ignored assumed to be supported on piles. This way CPRF becomes excessively conservative uneconomical. To economize design, relative sharing has found. this connection, different simplified methods have been developed, each one with some limi...

FFoundations are important parts of many construction projects. Piles or piled foundations used in the cases where structural loads cannot be carried safely with shallow foundations. In this study, it is aimed to investigate and compare bearing capacity sitting settlement rafts raft For purpose, a test setup was formed loading tests were out on model foundation. The results can serve as referen...

Abstract The main problem of road construction on saturated soft soils is due to their low bearing capacity and large settlement. One the solutions such problems install piled box culverts-geofoam. In this study, pile culvert-geofoam was modelled as raft foundation. This experimental study conducted by making a prototype file foundation gradually loaded with maximum vertical load 20 kN. Differe...

In order to get a more safety and economic foundation, finite element method was performed for piled mat cap strip by the software of STAAD. Through analysis, plate distribution region bending moment shear stress were researched; meanwhile, considering compatibility deformation plate, how chose design value researched. The result showed that: single is not representative, average 9 plates (3x3 ...

Piled raft foundations are a common type of foundation for high-rise buildings. Unlike shallow foundations, deep (piles) pass through weak or soft soil deposits and can reach stiff bedrock to support the weight structure. In this paper, performance medium embedment depth piled in is presented. A numerical model was developed parametric study conducted order simulate case such system investigate...