The response of a massif to stresses generated by tunnel excavation depends essentially on the geological conditions, geometry and its underground position. major problem related construction these structures is ensure stability whole tunnel-ground, controlling various deformation during construction. In this context, present paper examines effect conditions behavior tunnels surrounding soil. s...

Stone columns are being used to reduce soft soil settlement and increase load-carrying capacity. Since there is inadequate lateral support from the local native soil, undergoes excessive under vertical loading. This issue effectively resolved by suitably encasing stone column material geosynthetic with significant axial stiffness, which provides required additional confinement reported in liter...

Reinforced earth (RE) walls work as gravity-retaining structures which these composite rely on the self-weight of reinforced soil mass to resist lateral loads from pressure, surcharges vehicles, earthquakes, and water pressure. The type compacted backfill material at zone reinforcement length that was designed constructed has a capability form reinforced-soil provides sufficient stabilize overa...

Because of the current situation where stability research filled-slope reinforced by a frame with prestressed anchor-plates lags behind actual engineering application, based on ultimate balance theory, calculation formulas factor under four arc slip surface filled-slopes are derived using improved Bishop method; corresponding search method most dangerous is given and pullout force improved. Bas...

In this study, the soil has been numerically modeled as Mohr-Columb model because it is simple to capture essential features of behavior. Plaxis 2D software program used for modeling. The dynamic analyses depend on some data, such grain size gradation materials, stiffness and water level. This data in calculation process. Simple applications have chosen calculate relations. computes entered aut...

Abstract Caisson type gravity quay wall is a common structure used in the coastal regions. However, many of existing walls constructed past are becoming obsolete. Therefore, main goal this study to enhance performance these by increasing front water depth. To deepen depth, special grout ejected solidify rubble mound under caisson toe, then excavating part placed designed level. Various cases wi...