Could anyone help me for this document?
# Full title: Hydraulic jump in channel contraction
# Author(s): Y. Yasuda, Willi H. Hager
# Publisher: Canadian Journal of Civil Engineering, 1995, 22(5): 925-933, 10.1139/l95-109
# Language: English
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Croatian National Annex EN 1990, 1991, 1992, 1993, 1995, 1998, 1999
Hrvatski nacionalni dodaci za EN
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Autodesk® Vasari is an easy-to-use, expressive design tool for creating building concepts. Vasari goes further, with integrated analysis for energy and carbon, providing design insight where the most important design decisions are made. And, when it’s time to move the design to production, simply bring your Vasari design data into the Autodesk® Revit® platform for BIM, ensuring clear execution of design intent.
Vasari is focused on conceptual building design using both geometric and parametric modeling. It supports performance-based design via integrated energy modeling and analysis features
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Haines, A. and Terbrugge, P. J (1991), Preliminary estimate of rock slope stability using rock mass classification, 7th cong, Int. soc of rock mech, Aachen, Germany, p 887-92.
In the analysis of soil–pile interaction under lateral load, the behaviour of soil around a pile is an important parameter
which has a great influence on the results. In this paper the three-dimensional deformation pattern of soil around
laterally loaded piles was studied on small-scale physical models in the laboratory using the particle image velocimetry
method. In each step of loading two digital cameras were used to capture the deformed piles and soil, one above and
the other on the side. One of the cameras was placed vertically in front of the test box and the other horizontally on top
of it. Image processing was undertaken to evaluate the three-dimensional behaviour of deformed soil. Particle image
velocimetry analysis was undertaken to obtain the displacement. The deformation pattern and shear strains of soil
around laterally loaded single pile and pile groups were studied. The effects of pile length, stiffness and diameter on the
soil deformation pattern were investigated. The group effect and interaction between piles in pile groups were also
studied. Experimental results showed that a conical passive zone is established in front of laterally loaded piles.
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This article uses a model test and PFC2D discrete element simulation
for systematic research on the mechanism and behavior of soil arching around passive
piles in sand. In the model test, soil arching effects with different pile spacing was
studied. In the discrete element simulation, the influence of pile spacing on soil
arching was revealed at the meso-level. The model test indicates that pile spacing
influences soil arching effects significantly. Numerical analysis also shows that pile
spacing is the most significant factor on soil arching surrounding passive laterally
loaded piles. From this study, the meso-mechanism and behavior of soil arching are
discovered further.
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I am looking for the new editions of the standards mentioned in the title of the request, as follows:
1. EN 58 : 2012 Bitumen and bituminous binders - Sampling bituminous binders
2. EN 1425 : 2012 Bitumen and bituminous binders - Characterization of perceptible properties
3. EN 12697-11 : 2012 Bituminous mixtures - Test methods for hot mix asphalt - Part 11: Determination of the affinity between aggregate and bitumen
If someone of you have them or could find them or some, please, let's share them with me.
2009 IAPMO Uniform Swimming Pool, Spa and Hot Tub Code
Author: International Association of Plumbing and Mechanical Officials | Size: 17.76 MB | Format:PDF | Quality:Scanner | Publisher: IAPMO/ANSI | Year: 2009 | pages: 170
The Uniform Swimming Pool, Spa and Hot Tub Code is a model code developed by the International Association of Plumbing and Mechanical Officials (IAPMO) to govern the installation and inspection of plumbing systems associated with swimming pools, spas and hot tubs as a means of promoting the public's health, safety and welfare.
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With the upsurge in terrorism and with it, blast threats, there is growing interest in manufacturing blast-hardened structures and retrofitting blast mitigation materials to existing structures. Composites provide the ideal material for blast protection as they can be engineered to give different levels of protection by varying the reinforcements and matrices.
Part one discusses general technical issues covering topics such as blast threats and types of blast damage, processing polymer matrix composites for blast protection, standards and specifications for composite blast protection materials, high energy absorbing composite materials for blast resistant design, modeling the blast response of hybrid laminated composite plates and the response of composite panels to blast wave pressure loadings.
Part two reviews applications including ceramic matrix composites for ballistic protection of vehicles and personnel, using composites to protect military vehicles from mine blasts, blast protection of buildings using fiber-reinforced polymer (FRP) matrix composites, using composites in blast resistant walls for offshore, naval and defense related structures, using composites to improve the blast resistance of columns in buildings, retrofitting using fiber reinforced polymer composites for blast protection of buildings and retrofitting to improve the blast response of concrete masonry walls.
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