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All Journal Journal of Civil Engineering and Planning (JCEP)
Yusra Aulia Sari
Program Studi Teknik Sipil, FTSP, Universitas Internasional Batam
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation

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Analysis of Parkir Area Requirements at Universitas Internasional Batam Apis Indica Adam; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8795

Abstract

The significant increase in the number of students at Batam International University. Along with the increase in good accreditation in all faculties, Batam Internasional University has become one of the campuses that is of interest to the community, especially the people of Batam city. This causes density to continue to increase, especially in campus parking areas. The method used is observation of research objects and secondary data collection from the campus. There are parking characteristics consisting of the number of vehicles on two-wheeled vehicles totaling 896 motorbikes, average duration = 0.25 hours, parking index = 62%, parking space requirement = 56 SRP, estimated land area = ±1440 . With that, the land area required is 1344 and has reached the excisting area. In the charasteristics of class I car vehicles, it was found the number of incoming vehicles was 702, average duration = 0.18 hours, parking index = 18.84%, parking space requirement = 31 SRP, estimated land area = ±3726 . With that, the land area required is 8073 and does not yet meet the available area.
Bored Pile Foundation Planning for 7 Level Story Low-Rise Apartment in Silty Clay Soil in Cakung Area East Jakarta Ivana Vianca; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The lower structure has a role to maintain the stability of the structure of the building and is the most vital thing in building planning. The substructure itself is one of the foundations. Foundation is defined as the lowest part of the building that functions to transmit the load of the building to the soil or rocks below it. The purpose of this research is to plan the pile foundation in the low-rise apartment and plan the required budget. Based on the soil investigation, it was found that the soil type was dominated by silty clay. The foundation is planned to use bored pile with a diameter of 0.7 m with a depth of 20 m on sample bore hole 02 and 15 m on sample bore hole 03. The ultimate axial bearing capacity calculation using the Meyerhof method is obtained at 492.162 tons in bore hole 02 and 677,195 tons in bore hole 03, with a permit axial capacity of 196.865 tons on bore hole 02 and 270,878 tons on bore hole 03. The calculation of single pile settlement using the Semi-Empirical Method is obtained at bore hole 02 of 0.025 m and on bore hole 03 of 0.021 m with an immediate settlement calculation at pile group using the Vesic Method is in the range of 2,946 – 5,140 m. The pile cap design obtained consists of three pile configurations, namely 2, 4 and 8 piles.
Co-Authors Apis Indica Adam Ivana Vianca