Damage evolution behavior of tunnel lining concrete with non‐through crack under single‐sided sulfate attack
Xinrong Liu,
Yang Zhuang,
Xiaohan Zhou
et al.
Abstract:In order to study the dynamic damage evolution law of tunnel‐lining concrete with non‐through crack under single‐side sulfate attack, a 420‐day sulfate attack concrete test was conducted and the uniaxial compression and acoustic emission (AE) tests were carried out on each corrosion time. The test results showed that the compressive strength of each group can be divided into rising stage and falling stage, and the existence of non‐through crack reduced the compressive strength of concrete specimens and acceler… Show more
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