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Journal of Chinese
            Architecture and Urbanism                                       Moisture damage in plastered heritage building


































            Figure 9. Humidity measurement points at the former site of the Bank of China Building in Wangjiaqiao (B and C are at different horizontal interfaces at
            the same altitude). Source: Drawing by Ruxin Tang
            Table 3. Wall humidity data (%)

            Landscape/Portrait  1  2  3    4   5    6   7    8    9   10  11   12   13  14   15   16  17   18
            A               1.1  0.8  1.1  1.6  1.2  0.9  1.0  2.1  0.9  0.6  1.3  1.7  0.9  1.8  1.3  0.6  0.7  0.8
            B               0.8  1.3  1.5  0.8  1.0  1.3  1.0  1.6  1.1  0.9  0.7  0.6  0.8  1.1  1.3  0.9  1.1  0.4
            C               0.8  0.8  1.2  0.9  1.3  0.9  0.9  1.0  0.8  0.9  0.7  0.6  0.8  0.9  0.9  0.8  1.0  0.4
            D               0.4  0.4  0.4  0.4  0.4  0.4  0.5  0.4  0.5  0.6  0.5  0.5  0.6  0.6  0.5  0.4  0.4  0.4
            E               0.4  0.4  0.4  0.4  0.5  0.5  0.4  0.4  0.5  0.6  0.5  0.6  0.6  0.5  0.5  0.8  0.4  0.4
            F               0.4  0.4  0.4  0.4  0.4  0.4  0.4  0.5  0.4  0.4  0.5  0.5  0.4  0.5  0.4  0.5  0.5  0.4
            G               0.4  0.5  0.5  0.4  0.4  0.5  0.5  0.4  0.4  0.5  0.4  0.5  0.4  0.5  0.4  0.4  0.4  0.4
            H               0.4  0.4  0.5  0.4  0.4  0.5  0.6  0.5  0.4  0.4  1.1  0.8  1.3  08  0.9  0.8  0.7  0.5
            I               0.4  0.5  0.5  0.4  0.5  0.6  0.6  0.6  0.8  0.7  0.9  0.6  0.8  0.7  0.8  0.8  0.6  0.5
            J               0.3  0.6  0.7  0.5  0.8  0.6  0.7  0.6  0.8  0.9  1.3  0.8  1.1  0.6  0.7  0.7  0.6  0.5
            K               0.4  0.5  0.6  0.5  0.7  0.7  0.9  0.5  0.6  0.8  0.9  1.0  0.9  0.6  0.6  0.6  0.5  0.7
            L               0.4  0.6  0.5  0.4  0.6  0.7  0.8  0.6  0.8  0.8  0.9  1.1  1.0  0.9  0.7  0.8  0.9  0.9

            3. Results and discussion                          masonry structures dissolve and migrate upward through
                                                               capillary action. The cyclic process of salt dissolution
            3.1. Influence of temperature and humidity on
            building deterioration                             and crystallization within walls causes expansion and
                                                               contraction of the building material, resulting in internal
            3.1.1. Deterioration mechanisms of salt crystallization  loosening and eventual disintegration of the material’s
            Salt crystallization is a common issue in masonry   structure (Kim et al., 2020; Li et al., 2020; Yu, 2023). This
            buildings, characterized by phenomena such as powdering   process often manifests as a powdery layer on the wall
            and surface efflorescence, which are particularly   surface and the formation of efflorescence. Over time,
            prominent in humid environments. The underlying causes   weathering exacerbates the phenomenon, causing layer-
            of salt crystallization  are multifaceted,  involving several   by-layer  peeling and  crumbling of  the  wall  surface. Salt
            interacting factors. In moist conditions, soluble salts within   crystallization is further influenced by capillary water and


            Volume 7 Issue 2 (2025)                         9                        https://doi.org/10.36922/jcau.4606
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