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1	3D PDF Håkansson, Filip January 2008 (has links) <p>This report is about Adobe Acrobat 3D and their new PDF format witch can contain 3 dimensional models that are interactive. The purpose is to find out if the program and the format work in a level that is suitable for the market. To create this PDF you need Acrobat 3D installed on your computer but it only needs Acrobat Reader 7 or 8 to open it, and the Reader is free to download on the internet.</p><p>The examination is focusing on four formats: U3D, 3DS, DWG and DXF because they are the most common in the building industry seen from the architects’ way. From a 3D model exported to these four formats they where converted to PDF in different settings to be compared in different points as information and size of the files. The result where put together in tables for an easy overview.</p><p>During the work there were no big differences between the results from the different settings noticed. The differences depended more from which format the PDF where converted from. Then the program is not that old on the market there are still some things that can be improved.</p> 3DPDF PDF IFC modell neutral Adobe Acrobat Building engineering Byggnadsteknik
2	3D PDF Håkansson, Filip January 2008 (has links) This report is about Adobe Acrobat 3D and their new PDF format witch can contain 3 dimensional models that are interactive. The purpose is to find out if the program and the format work in a level that is suitable for the market. To create this PDF you need Acrobat 3D installed on your computer but it only needs Acrobat Reader 7 or 8 to open it, and the Reader is free to download on the internet. The examination is focusing on four formats: U3D, 3DS, DWG and DXF because they are the most common in the building industry seen from the architects’ way. From a 3D model exported to these four formats they where converted to PDF in different settings to be compared in different points as information and size of the files. The result where put together in tables for an easy overview. During the work there were no big differences between the results from the different settings noticed. The differences depended more from which format the PDF where converted from. Then the program is not that old on the market there are still some things that can be improved. 3DPDF PDF IFC modell neutral Adobe Acrobat Building engineering Byggnadsteknik
3	Samband mellan geologiska och bergmekaniska egenskaper i bergmaterial som bärlager till riksväg 51 : Riksväg 51 sträckan Svennevad - Kvarntorpskorset Landeman, Philip January 2018 (has links) This thesis was created to ensure the quality of the rock which would be crushed to base layer construction material, in a road cut at Swedish highway 51, and to find a possible link between the rock's abrasion resistance and its mineralogy. Rock samples were collected, and among other things, several ball mill tests were carried out. The design of the road project was carried out by Loxia Group AB with NCC Group as contractor.A total of 18 rock samples and 2 base layer samples were taken in the area and they were all tested in a ball mill. The results showed that of the 18 rock samples, 2 samples had a ball mill value of less than 16 on the scale, 10 samples had values from 16 to 20, in addition to this, 3 samples had values from 20 to 21 and 3 samples had values in excess of 21 on the Swedish ball mill scale.Of the 3 samples with a ball mill value higher than 21, all contained a larger amount of biotite. Biotite did not appear to the same extent among the samples that ended up further down the ball mill scale. This link was so clear that a conclusion was subsequently drawn from this. The samples taken on the prefabricated base layer both had a ball mill value between 16 and 20. Overall, both the base layer and the rock material passed the Swedish Government’s Transport Administration’s requirements according to "TRVKB 10, Obundna lager". The rock type that was on the south part of the rock cut, adjacent to a deformation zone, had way too poor quality to undergo a ball mill test and therefore there are no values taken from that area.The conclusion of the work is that the rock material overall meets the Swedish Government’s Transport Administration’s requirements for base layer construction materials according to "TRVKB 10 Obundna lager", that a clear link between the proportion of biotite in a rock material and its abrasion resistance exists, and that the broken rock in the south should not be used as construction materials since the rock has insufficient mechanic capacity. geology baselayer layer minerals sweden örebro filipstad daglösen micro-deval Rob Hellingwerf Philip Landeman metamorfos facies roadcut baselayer Berg bergsskolan ltu svennevad kvarntorp kvarntorpskorset geologi mineralogi bärlager lager örebro pålsboda sverige rikväg 51 väg 51 51 sprickzon deformationszon kvalitet trafikverket bergskärning vägskärning kulkvarn kulkvarnsvärde värde microdeval micro-deval mikro-deval kulkvarnstest kulkvarnstester lager obundna lager obundna obundet lager obundet lösa lager nötningsmotstånd petrografi petrografisk analys mineral berggrund bergart bergartstyp bergsmassiv bergskärning vägskärning bergartsprover bergprover borrkärnor mineralogisk sammansättning gnejs granit kvarts kalifältspat plagioklas biotit glimmer muskotvit granat epidot kvartsgång kvartsgångar metamorf metamorfos breccia amfibolit facies trafikverkets föreskrifter svensk standard 3dpdf 3d-pdf drönare undersökningar provtagning 2017 2018 2019 2020 jan jansson philip landeman bergsskolans laboratorium rob hellingwerf loxia group ncc group loxia bergsskolan bergsskolan i filipstad filipstad daglösen Other Engineering and Technologies Annan teknik

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