13ICAAR-SilvaPN-1
…4.1 Compressive Strength In order to check the influence of the AAR in the compressive strength, the results of the cores drilled from the 28 year old structure, were compared…
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…4.1 Compressive Strength In order to check the influence of the AAR in the compressive strength, the results of the cores drilled from the 28 year old structure, were compared…
…Delannay, F. (1998): Use of ultrasonics to follow crack growth. Ultrasonics (36): 209-217. http://www.sciencedirect.com.ezproxy.usherbrooke.ca/science?_ob=ArticleURL&_udi=B6TWG-41PP28Y-H&_user=1069171&_coverDate=09%2F30%2F2000&_alid=1466701426&_rdoc=7&_fmt=high&_orig=search&_origin=search&_zone=rslt_list_item&_cdi=5562&_sort=r&_st=13&_docanchor=&view=c&_ct=47&_acct=C000051264&_version=1&_urlVersion=0&_userid=1069171&md5=a2bac4296e6150da2928f75fe21653c5&searchtype=a http://www.sciencedirect.com.ezproxy.usherbrooke.ca/science?_ob=ArticleURL&_udi=B6TWG-41PP28Y-H&_user=1069171&_coverDate=09%2F30%2F2000&_alid=1466701426&_rdoc=7&_fmt=high&_orig=search&_origin=search&_zone=rslt_list_item&_cdi=5562&_sort=r&_st=13&_docanchor=&view=c&_ct=47&_acct=C000051264&_version=1&_urlVersion=0&_userid=1069171&md5=a2bac4296e6150da2928f75fe21653c5&searchtype=a http://www.sciencedirect.com/science/article/pii/S0008884611000123?_alid=1778206417&_rdoc=1&_fmt=high&_origin=search&_docanchor=&_ct=1&_zone=rslt_list_item&md5=f7174d0d8a48db6c8e02b6f063d0da0d http://www.sciencedirect.com/science/article/pii/S0008884611000123?_alid=1778206417&_rdoc=1&_fmt=high&_origin=search&_docanchor=&_ct=1&_zone=rslt_list_item&md5=f7174d0d8a48db6c8e02b6f063d0da0d http://www.sciencedirect.com.ezproxy.usherbrooke.ca/science?_ob=ArticleURL&_udi=B6V2G-4YBVN2S-4&_user=1069171&_coverDate=08%2F31%2F2010&_alid=1466737897&_rdoc=1&_fmt=high&_orig=search&_origin=search&_zone=rslt_list_item&_cdi=5702&_st=13&_docanchor=&view=c&_ct=1&_acct=C000051264&_version=1&_urlVersion=0&_userid=1069171&md5=564ba1af33426891703f62ec7dd25add&searchtype=a http://www.sciencedirect.com.ezproxy.usherbrooke.ca/science?_ob=ArticleURL&_udi=B6V2G-4YBVN2S-4&_user=1069171&_coverDate=08%2F31%2F2010&_alid=1466737897&_rdoc=1&_fmt=high&_orig=search&_origin=search&_zone=rslt_list_item&_cdi=5702&_st=13&_docanchor=&view=c&_ct=1&_acct=C000051264&_version=1&_urlVersion=0&_userid=1069171&md5=564ba1af33426891703f62ec7dd25add&searchtype=a http://www.sciencedirect.com.ezproxy.usherbrooke.ca/science?_ob=ArticleURL&_udi=B6TWG-4Y960YF-1&_user=1069171&_coverDate=06%2F30%2F2010&_alid=1466741782&_rdoc=1&_fmt=high&_orig=search&_origin=search&_zone=rslt_list_item&_cdi=5562&_sort=r&_st=13&_docanchor=&view=c&_ct=4&_acct=C000051264&_version=1&_urlVersion=0&_userid=1069171&md5=51c0829ea8d434c3635449fe53450f7e&searchtype=a http://www.sciencedirect.com.ezproxy.usherbrooke.ca/science?_ob=ArticleURL&_udi=B6TWG-4Y960YF-1&_user=1069171&_coverDate=06%2F30%2F2010&_alid=1466741782&_rdoc=1&_fmt=high&_orig=search&_origin=search&_zone=rslt_list_item&_cdi=5562&_sort=r&_st=13&_docanchor=&view=c&_ct=4&_acct=C000051264&_version=1&_urlVersion=0&_userid=1069171&md5=51c0829ea8d434c3635449fe53450f7e&searchtype=a http://www.concrete.org/PUBS/JOURNALS/AbstractDetails.asp?SearchID=739185&date=anytime&allwords=nonlinear&aftermonth=1&afterday=1&afteryear=2010&beforemonth=1&beforeday=1&beforeyear=2010&searchmonth=1&searchday=1&searchyear=2010&ID=56654 http://www.concrete.org/PUBS/JOURNALS/AbstractDetails.asp?SearchID=739185&date=anytime&allwords=nonlinear&aftermonth=1&afterday=1&afteryear=2010&beforemonth=1&beforeday=1&beforeyear=2010&searchmonth=1&searchday=1&searchyear=2010&ID=56654 [13] Kodjo, A. (2008): Contribution à la…
…by the ASR expansion can significantly compensate for the loss of compressive strength in real-life bridges. 6 REFERENCES _____________________________ [1] Plum, NM (1961): Temporary guide in prevention of damaging ASR…
…Nr. 3.571 des BMVIT: Vermeiden von Schäden durch Alkali-Zuschlag- Reaktion, Teil II; Wien 2004. [3] ONR 23100: Beurteilung von Gesteinskörnungen für Beton auf Alkali-Reaktivität. Österreichisches Normungsinstitut, Wien 01.08.2002. [4] Rilem…
…Aggregate combinations tested in the field site. Excerpted from [2] Sample number Origin Aggregate details Combinations * B1 Western Belgium Silicified limestone C + F B1 Western Belgium Silicified limestone…
…a kind of “compendium” is under development. For each enlisted model, the compendium will tend to provide the following informations: • scope of the model; • theoretical background; • description,…
…composition is particularly well suited as standard aggregate in comparative tests. As can be seen from figure 4 Duran ™ glass too has a pessimum in each grain size range….
…Iron Oxide Fe2O3 3.34 Calcium Oxide CaO 62.10 Magnesium Oxide MgO 1.42 Sodium Oxide Na2O 0.14 Potassium Oxide K2O 0.87 Total Alkali Equivalent Na2Oeq 0.71 Loss on Ignition 2.76 TABLE…
…are lower compared to their companion coal sample (i.e., GA 2 and companion GA1 and EC 2 and EC2 and their companions EC1), these values are within the range expected…
…OF ASR EXPANSION (SERIES 1) Compressive Strength The relationship between ASR expansion and compressive strength of concrete is shown in Fig. 2. Compressive strength of concrete was not significantly affected…