Abstract
Post tsunami 26 December 2004, rising damp and salt attack are two underestimated phenomena emerging on building construction on the tsunami-affected areas in Banda Aceh city, Aceh Province of Indonesia. The severity of building quality deterioration, particularly on the typical masonry walls, has never been observed by local inhabitants to have been escalated before the tsunami event. Such phenomena persistently present even after approaching the second decade of the post-tsunami event. The present study is the first attempt to explore the evidence of rising damp and salt attacks of the houses around the Banda Aceh city. Forty-five houses were purposively sampled based on their visual appearances being affected by the salt attack and rising damp, the heights of the rising damp, and also groundwater salinity in the vicinity of the sampled houses. The results show that the rising damp heights on the walls are relatively high in any location within the tsunami inundation boundary 500 m from the shoreline. However, a turning point where rising damp height reduced remarkably to less than 1 meter was identified as the distance of houses increased beyond 500 m from the shoreline. Overall, the high level of water salinity brought by tsunami inundation during the early post-tsunami has been an important controlling factor contributing to the salt attack and rising damp, regardless of the houses’ distance to the shoreline, but may have been indirectly influenced those phenomena in the long run.
Highlights
Coastal properties exposed to both the ocean breeze and the shallow groundwater containing salt substance commonly result in salt attack and rising damp, on concrete and masonry walls
Factors that influence the height of capillary impact or rising damp on masonry walls depend on material properties
The purpose is to know the state of salinity level of the groundwater as one of the leading indicators of potential salt concentration contributes to the underlying soil of the sampled house buildings
Summary
Coastal properties exposed to both the ocean breeze and the shallow groundwater containing salt substance commonly result in salt attack and rising damp, on concrete and masonry walls. Factors that influence the height of capillary impact or rising damp on masonry walls depend on material properties (wall thickness and porous material composition). Evaporation is an important factor in rising damp which include the factor that may control it, including the temperature, humidity, air movement and surface condition of the wall. If left untreated, they can cause extreme damage to the structure of buildings, to both brick and mortar [1], [2]. Several studies on the effect of rising damp and salt attack have been conducted to investigate the strength decay of building structures, mostly for historic buildings located at the humid coastal areas [2], [3], [4]
Sign-in/Register to view highlights & summary Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
