Abstract: The results discussed in this paper are based on a total of 74 tests performed on closely spaced strip and square footings on geogrid-reinforced sand. The study was carried out to evaluate the effect of spacing between the ...

Abstract: The bearing capacity of an eccentrically obliquely loaded footing is determined by limit equilibrium analysis. The footing is considered rigid with a rough base. It is assumed that the rupture surface is a log spiral and ...

Abstract: In this paper, a novel approach is proposed to predict the pressure-settlement and pressure-tilt characteristics of eccentrically-obliquely loaded footings using the hyperbolic stress-strain curves of soils as nonlinear ...

Abstract: In this paper, a novel analysis is proposed to predict the pressure‐settlement characteristics of footings using the hyperbolic stress‐strain curves of soils as the constitutive law. The analysis is competent to incorporate ...

Abstract: An analysis to predict the critical pullout load, the breakout load, and load‐deformation characteristics of anchors using hyperbolic stress‐strain curves of soils as the constitutive law is proposed. The analysis incorporates ...

Abstract: A study on liquefaction resistance of Solani sand reinforced with geogrid sheet, geosynthetic fiber, and natural coir fiber is reported. Tests were carried out on shake table (vibration table) with sand samples prepared ...