Oyster Cementation as Protective Covers for Exposed Marine Concrete

来源 :Journal of Wuhan University of Technology(Materials Science | 被引量 : 0次 | 上传用户:lxqandhd
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Cored concrete specimens from seawall exposed to marine environment for 22 years were evaluated by carbonation depth test,rapid chloride permeability test,absorption of water test and microstructure examination.The results show that concrete exposed to marine environment has smaller carbonation depth and carbonation depth of concrete exposed to tidal zone is less than that in splash zone.There are similar water absorption rate and chloride permeability for concrete exposed to splash zone compared with concrete exposed to splash zone removed 3mm surface layer.However,concrete exposed to tidal zone with bio-films has lower chloride permeability and water absorption rate than those of concrete exposed to tidal zone removed 3mm surface layer.In addition,Results of FE-SEM and EDAX indicate that concrete exposed to splash zone has loose structure,exposed finer aggregate and concrete exposed to tidal zone covers by dense structure of oyster cementation and shell.Microstructures analysis further verified that concrete covered with oysters and their cementation has beneficial effects to durability of concrete. Cored concrete specimens from seawall exposed to marine environment for 22 years were evaluated by carbonation depth test, rapid chloride permeability test, absorption of water test and microstructure examination. The results show that concrete exposed to marine environment has smaller carbonation depth and carbonation depth of concrete exposed to tidal zone is less than that in splash zone. where are similar similar water absorption rate and chloride permeability for concrete exposed to splash zone compared with concrete exposed to splash zone removed 3mm surface layer. However, concrete exposed to tidal zone with bio-films has lower chloride permeability and water absorption rate than those of concrete exposed to tidal zone removed 3mm surface layer. In addition, Results of FE-SEM and EDAX indicate that concrete exposed to splash zone has loose structure, exposed finer aggregate and concrete exposed to tidal zone covers by dense structure of oyster cementation and shell. Microstructures analysis furth er verified that concrete covered with oysters and their cementation has beneficial effects to durability of concrete.
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