Ring foundations are used for circular industrial structures and often placed over a rock
mass. However, the bearing capacity factors for ring foundation are not available in the …

The present paper evaluates seismic bearing capacity of rock masses subjected to loads of
strip footings using the upper bound method. A general formula was proposed to evaluate …

The main aim of this study is proposing the best solution to the bearing capacity of two
adjacent footings on rock masses depending on the spacing between them. Upper bound …

In general, the effect of load eccentricity should be considered in determining the ultimate
bearing capacity of foundations. In the present study, the upper bound method of limit …

A multi-wedge non-symmetrical failure mechanism is used in the framework of upper bound
method to obtain the bearing capacity of rock masses subjected to seepage. The effect of …

Abstract The Generalized Hoek-Brown (GHB) criterion is a nonlinear failure criterion
specialized for rock engineering applications and has recently seen increased usage …

One of the most important issues in calculation of the bearing capacity of rock masses is the
method of application of rock mass failure criterion. The Hoek-Brown failure criterion is the …

The experimental study on the stability of rockmass cliffs due to a nearby foundation system
is an unexplored area and needs further investigation. In this study, the effect of different …

일반화된 Hoek-Brown (GHB) 식은 암반공학적 활용에 특화된 비선형 파괴기준식이며 최근
활용 빈도가 증가하고 있다. 그러나 GHB 식은 파괴 시점의 최소주응력과 최대주응력의 …

یکی از مسائل مهم در موضوع ظرفیت باربری توده سنگ ها، نحوه به کارگیری معیار خرابی است. در
روش های مبتنی بر مرز بالای تحلیل حدی، معیار خرابی غیرخطی هوک و براون که یکی از …‎