The present paper describes and provides an analytical solution for the problem of evaluating settlement load-bearing capacity weighty soil layers limited thickness resting upon incompressible bases excavation pit wall, exposure foundation to a distributed load in vicinity wall. authors developed method determining stressed state component reduced engineering based on Ribere–Faylon trigonometri...

Abstract The Kretek 2 Bridge was built over the Opak River where there is an active fault. According to bore log data and embankment site analysis, potential for liquefaction at a depth of 0 - 3 meters. Due space limitations, ramp bridge must be able stand upright. An alternative treatment that can implemented in this condition reinforce with Mechanically Stabilized Earth Wall system. Analysis ...

Plant biomass is a potential resource of chemicals, new materials and biofuels that could reduce our dependency on fossil carbon, thus decreasing the greenhouse effect. However, due to its chemical and structural complexity, plant biomass is recalcitrant to green biological transformation by enzymes, preventing the establishment of integrated bio-refineries. In order to gain more knowledge in t...

Direct in vivo visualization, in full atomic detail, of the microbial cell wall and its stress-bearing structural architecture remains one of the prime challenges in microbiology. In the meantime, molecular modeling can provide a framework for explaining and predicting mechanisms involved in morphogenesis, bacterial cell growth and cell division, during which the wall and its major structural c...

OBJECTIVES P-selectin binding to P-selectin glycoprotein ligand-1 (PSGL)-1 mediates leukocyte rolling under conditions of inflammation and injury. The aims of this study were to develop an efficient, high temporal resolution model for direct simulation of leukocyte rolling and conduct a study of load-bearing bonds using the model. MATERIALS AND METHODS A stochastic pi-calculus-driven event-tr...

Rotating fan shaft system was investigated experimentally and theoretically to study its dynamic performance. The type of oil used for the bearing taken in consideration during experimental program .Three types were used, SAE 40, 50 degraded oil. During experiments, blades stagger angle changed through angles (20˚, 30˚, 40˚, 50˚). rotational speed also range (0-3000 rpm). All these parameters h...

During normal weight-bearing and locomotion, the equine hoof wall deforms in a consistent pattern; the proximal dorsal wall rotates caudo-ventrally about the distal dorsal border and there is latero-medial flaring posteriorly. The aim of this study is to examine whether there are regional differences in the modulus of elasticity of hoof wall material and whether such differences correlate with ...

Poroelastic materials are commonly found in biological systems, such as articulating cartilage, and the ability to predict their biphasic behaviour is a key step understanding of joint health development biomimetic devices. Here, fully coupled three dimensional finite element study presented demonstrate permeability dependent load carrying capacity fluid pressure time-varying poroelastic system...

Given the problems existing in design method of wall beam criterion GBJ3-88, distribution stress and internal force is investigated by finite element analysis simply supported beams, approximate calculation formula supporting simplified for bearing capacity proposed.