• A simplified model is developed for tunnel-soil-building interaction problems. The soil response represented by a nonlinear Winkler model. soil-foundation provides good match with 3D finite element analysis. Frictional sliding at the interface significant mechanism. Shallow tunnel construction inevitably causes local ground movements to occur. In an urban environment, these may cause damage e...

We review approaches to the chunking and UpWriting of local descriptors.

The fibre-reinforced soil-cement columns are used as remediation measure against earthquake induced soil-liquefaction associated large settlements in liquefiable loose surface layer of sand. This sand was overlying on the non-liquefiable dense bottom 1-g physical modelling shallow foundation carried out using shaking table. There were four models constructed for testing and two types improvemen...