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Typology of foundation in Banjar traditional architecture: The solution for house foundation in swamp land in Banjarmasin
Author(s) -
Muhammad Deddy Huzairin,
Anna Oktaviana
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/780/1/012024
Subject(s) - foundation (evidence) , typology , civil engineering , object (grammar) , swamp , rainwater harvesting , engineering , architectural engineering , computer science , geography , artificial intelligence , archaeology , ecology , biology
In recent years in Banjarmasin there have been a number of cases of failures in house building structures, all of which have occurred in the foundation. This problem must be immediately resolved, through identifying the causes of failure to find the structure and construction model of the ideal foundation for swamp land. One of foundation structure and construction that has proven its resistance to various loads in a period of 75 years to more than 200 years on swampy land is the foundation of traditional Banjar houses. The solution to this problem will begin with the identification of the typology of the foundations of traditional houses in Banjarmasin as a swampy area with a depth of hard soil around 40 meters. The typology that is formulated is based on several variables, namely: the elements of the foundation along with the dimensions and type of material, the connection system between the foundation elements, the maximum bearing capacity of the foundation, and the position of the foundation against the tidal of ground water. The research method is carried out through detailed measurement and photographed of the research object which is also drawn to the standard of detailed engineering design (2 dimensions). The graphic data of the research object is used as the basis for formulating the typology of the Banjar traditional house foundation with variable construction elements, connection systems, bearing capacity, and position on the tidal of ground water. The variables are arranged by matrix and analyzed to get typology grouping. From the results of the study, there are 6 types of foundation system in which all types foundation consist of laid down trunks which distributes the load to the ground through columns that bearing the entire load from above. The trunk foundation is below the lowest tidal ground water line and has a greater bearing capacity than the load it delivers.

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