The focus of this paper is on two types of shortening observed in recent Japanese loanwords and on the trochaic shortening in Fijian. I will argue that the Japanese shortenings take place when a metrically unstable binary foot (extrametrical foot) becomes a stray mora so as to be accommodated into one of the two proposed surface ternary foot structures whereas Fijian Trochaic Shortening occurs ...

This paper presents the bearing capacity determination of strip footing placed on sand underlain by clay and subjected to inclined loading. The equation is derived within framework limit equilibrium following projected area approach. inclinations load spread were selected performing an additional finite element analysis. A parametric study was conducted highlight effect various input parameters...

The soil-foundation interaction is one of the most important issues in geotechnical engineering that deals with studying the soil behavior subjected to the side loading. Winkler’s model is the first and simplest method for consideration of the soil-foundation interaction. It is vitally important to determine the coefficient of subgrade reaction of the soil. Since several methods have been prov...

This paper investigates response of triangular shell strip footings situated on the sandy slope. A series of reduced-scale plate load tests were conducted to cover different parameters including three shell footing types with different apex angles in addition to a flat footing, four different distances for strip footings from the crest of the slope namely “edge distance” and reinforcement statu...