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. [9] Ishtiaque, S. M., Rengasamy, R. S., Ghosh, A. (2004). Optimization Of Ring Frame Process Parameters For Better Yam Quality And Production, Indian Journal of Fibre & Textile Research, 29(2), 190-195. [10] Ghane, M., Semnani, D., Saghafi, R. and Beigzadeh, H. (2008). Optimization of Top Roller Diameter of Ring Machine to Enhance Yarn Evenness by using Artificial Intelligence, Indian Journal of Fibre & Textile Research, 33(1), 365-370. [11] Khalilur Rahman Khan, Md., Ronobir Chandra Sarker, Mohammad Mahmudur Rahman Khan. (2014). Interactive Effect of Blend

1 Introduction Many types of shallow foundations can be designed when subjected to eccentric loading which depends on their geometrical shape or other influencing factors, as for footings located on slope ground. In this context, many researchers found that the ultimate bearing capacity of footings subjected to eccentric load on slope ground significantly decreases compared to those built on horizontal ground surface. This significant reduction is more likely attributed to load eccentricity and location of the footing with respect to the slope crest [ 1 , 2

model ends were smoothed to minimize the effects of friction with the walls. Figure 1 Schematic diagram of test setup: 1) steel test box; 2) steel load frame; 3) hydraulic jack; 4) proving ring; 5) dial gauge; 6) steel beam; 7) model steel footing; 8) cavities (PVC 110 mm); 9) roller compactor. In contrast, the installation of the experimental model was sufficiently rigid to keep the plane deformation conditions in the strip footings. During manufacturing, the main consideration was that the load should always be centered during the loading, while the bench dimensions

]. This has inspired researchers and scientists over the years to investigate the mechanical performance of composites under specific loading conditions [ 7 , 8 , 9 ]. One of the key properties concerning the performance of composite structures is the high flexural strength and stiffness, which leads to some kind of a strength-optimising analysis [ 10 ]. In fact, the flexural loading applied to a specimen simultaneously induces the tensile, compressive and shear stresses. Therefore, depending on the material strength properties, the initiation of the material failure

surveys included collected soil samples for laboratory analyses to determine natural moisture content, granularity, index characteristics, soil categorization, swelling capacity, Immediate load Bearing Index (IBI), California Bearing Ratio (CBR) and lime content. The surveys revealed two road structural layers beneath the asphalt and asphalt-concrete road surface. These layers were 0.5–0.6 m deep, with the following composition (from top): second structural layer = MZK, first structural layer = ŠD fraction 0–32 mm. Their base contained a lime-treated (2 × 3% CaO) active

other factors, including bearing type and size, operating speed, properties and quantity of the lubricant, etc. The friction is a key factor of rolling bearing performance, especially for those precision transmission fields. Snare [ 1 ] and [ 2 ] presented theoretical investigations of rolling resistance in loaded/unloaded roller/ball bearings, respectively. Top rolling bearing manufactures all provide their calculating model of the frictional moment, as can be found in [ 3 ], [ 4 ] and [ 5 ]. However, the calculating results according to the models are different

this study: bread making cv. Midas (A), waxy cvs. Waxydie (B) and Waximum (C). The seed samples were provided by Saatzucht Donau (Probstdorf, Austria), Dieckmann Seeds (Rinteln, Germany) and BOKU Plant Breeding Division (Tulln, Austria), respectively. Samples were milled on a laboratory roller mill (E8, Haubelt Laborgeräte GmbH, Berlin, Germany) and flour was sieved with 180 µm sieves. Flours were stored for two weeks at 4°C in paper bags, before baking experiments were carried out. Salt (iodized) and dry yeast (saf-instant, Lesaffre Group, France) were obtained

triathlon events and completing at least 95% of the total training load. All participants provided written informed consent to take part in this study, which was approved by the Alicante University Ethics Committee. Data of the final sample are shown in Table 1 . Table 1 Sample data N 14 Body height (cm) 174.4 ± 5.3 Body mass (kg) 71.8 ± 4.5 BMI 23.7 ± 1.0 Triathlon training experience (years) 2.4 ± 0.8 VO 2max run (ml/kg -1 /min -1 ) 55.7 ± 4.5 VO 2max cycling (ml/kg -1 /min -1 ) 53.4 ± 4.5 Design Before starting the 13-week specific training program for a Half

synonym; cascade describes a fall of only a few feet, or a succession of such falls; rapids are less steep but sufficient to accelerate noticeably the rate of flow and maintain white water at all stages of discharge . Mabin ( 2000 : 86) also provided a definition: Waterfall: a vertical or near-vertical fall down a rock face in a watercourse, marked at the top by a clear lip or abrupt steepening in the channel slope. Sometimes a plunge pool may be present. The horizontal distance between the positions of the lip and plunge pool should be no more than c 25% of the