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- W2384558997 abstract "Exploring Shenyang subway tunnel lining concrete attacked by Magnesium chloride through accelerated corrosion of weting-drying cycles in the laboratory.Testing the parameter of compressive strength,the rebound value,ultrasonic wave velocity,and at the same time the corrosion process macro and micro phenomenon was described in corrosion testing.The test results showed that the compressive strength had favorable regression relationship with the rebound and the ultrasonic velocity.The strength figure of exsting was not applicable to strength testing of subway tunnel lining concrete attacked by magnesium chloride.Establishing the strength figure of Shenyang subway tunnel lining concrete caused by magnesium chloride attact through analyzing the regression date." @default.
- W2384558997 created "2016-06-24" @default.
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- W2384558997 date "2013-01-01" @default.
- W2384558997 modified "2023-09-24" @default.
- W2384558997 title "Analysis of srtength figure for subway tunnel lining concrete caused by magnesium chloride corrosion" @default.
- W2384558997 hasPublicationYear "2013" @default.
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