| dc.description.abstract | Ouh Restaurant is a restaurant with a one-story bamboo structure located within the
Orangutan Haven conservation area. Access road to the restaurant is only by a hilly
footpath, so the choice of foundation must also consider the method of
implementing the foundation.
The aim of this research is to plan the dimensions, reinforcement of combined
footing foundations and simple rafts foundation based on SNI 2847-2019. This
research uses conventional methods, Meyerhoff's soil bearing capacity theory based
on sondir results and uses numerical methods with the help of MIDAS software for
the Orangutan Haven project in the Deli Serdang Regency area.
In this research, conventional calculations will be carried out and the results of the
MIDAS program design will be displayed. The results of the conventional and
MIDAS designs will be compared and then the most optimal design will be used to
draw the reinforcement for the foundation of the Ouh restaurant.
Based on research, it was found that the dimensions of the combined footing
foundation were 1500x1000x300 mm. The reinforcement used for combined
footing foundations based on considerations from the results of conventional
analysis and the MIDAS program is 6 D10, for the longitudinal and shortening
directions at the bottom of the combined footing foundation. Meanwhile, the
dimensions of the simple raft foundation obtained are 1050x1050x300 mm. The
reinforcement used based on the results of considerations from conventional
analysis and the MIDAS program is 6 D10, for the longitudinal and shortening
directions at the top and bottom of the simple raft foundation.
From the research results, it was found that the combined footing foundation
reinforcement using conventional methods was more efficient than using the
MIDAS program. Meanwhile, in simple raft foundations, the reinforcement
designed using the MIDAS program is more efficient than using conventional
methods. | en_US |
