Abstract Seismic bearing capacity of strip footings in cohesive soil slopes considering various embedded depths is investigated this study. Novel solutions using pseudo-static method and finite element limit analysis (FELA) with upper bound (LB) lower theorems are presented. The influences footing depth, slope angle, height, undrained shear strength acceleration on failure mechanisms examined d...

The issue of interaction between nearby footings is paramount practical significance. interference effect should be taken into account since the footing may really separated from or bounded by other on one both sides. In this regard, paper studies two interfering strip embedded in saturated cohesive soils, which will help to provide a better understanding impact depth effect. A numerical study ...

Q uantum secure communication relies on sharing of entangled states between parties. Over short distances (less than 100 km), these states can be distributed by sending photons over optical fibers, but losses in those fibers limit long-distance sharing. One solution is to use a sequence of “quantum repeaters” along the optical fiber connection [1]. These devices can store the quantum informatio...

Rock masses are non-homogenous, discontinuous media composed of rock material and naturally occurring discontinuities such as joints, fractures bedding planes. Due to the presence geological faults planes, compressive strength modulus elasticity jointed mass significantly reduced measurement behaviour these below foundation becomes a challenging task. Previous researches have dealt with bearing...

In this study, the Multivariate Adaptive Regression Splines (MARS) model is employed to create a data-driven prediction for bearing capacity of strip footing on rock mass subjected an inclined and eccentric load. The strengths masses are based Hoek-Brown failure criterion. To develop set training data in MARS, lower upper bound finite element limit analysis (FELA) carried out obtain numerical r...