Soft soils with unfavorable properties can be improved using various ground-improvement methods. Among these methods, geosynthetic-reinforced pile-supported (GRPS) embankments are considered a reliable option for challenging ground conditions and time-bound projects. Nevertheless, the intricate load transfer mechanism of GRPS embankment presents challenges due to multiple interactions among its...

Shield excavation and tail grouting are the main causes of ground deformation in tunnel construction, especially case new tunnels undercrossing existing tunnels, which have stricter requirements for settlement control. This paper investigates equivalent layer method, is used to simulate induced by shield construction via numerical analysis. The research based on a study Beijing’s newly built Me...

Industrialization and urbanization have run into situations where the construction of buildings is close to each other. This closeness arises due restricted available space in a practical manner. Such situation was reason for cause footing same adjacent structures coming closer. condition causes interference effects, soil-structure interaction, stress zone impact behave differently other than c...

Improving in assembling technology has provided machines of higher evaluation with better resistances and managed behavior. This machinery led to remarkably dynamic forces therefore stresses. In this paper, a investigation rectangular machine diesel gas engines foundation at the top surface one-layer dry sand various states (i.e., loose, medium dense) was carried out. The is performed numerical...

Batter or raker piles are driven at an inclination with a vertical to resist large inclined lateral forces. Many structures like offshore and towers subjected overturning moments due wave pressure, wind load, ship impacts. Therefore in such structures, combination of the batter is used transfer compression tension forces foundation. This paper presents three-dimensional finite element analysis ...