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Analysis Of Half Slab Floor Plates In Slab-On-Pile Structures For The IKN Toll Road Construction Project, Section 3A-2: Karangjoang - KKT Kariangau Balikpapan Segment (Case Study: The Impact Of The Yogyakarta Earthquake) PT. Adhi - Hutama - Nindya - Abipr
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https://doi.org/10.32487/nuce.v3i2.505
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Abstract
This study was conducted with the aim of determining the effect of alluvial deposits on the shear strength of clay soils of the New Kampung Formation with direct shear strength tests and variations in alluvial sediment mixtures of 0%, 10%, 20%, 30%, 40%, 50%. Based on the results of the original soil laboratory test, the percentage of sieve pass number 200=54.34%, liquid limit=45.31%, plastic limit=25.72%, plasticity index=19.59%, moisture content=28.64%, volume weight=3.52 grams/cm3, specific gravity=2.50, and in the USCS system entered the low plasticity clay group. Based on the results of laboratory tests of alluvial deposits, the percentage of passing the filter number 4=95.70%, passing the filter number 200=1.84%, moisture content=28.87%, and in the USCS system entered the poorly graded sand group. In the addition of alluvial sediment variations, there was a decrease in cohesion, namely, 0%=2.7452 kg/cm2, 10%=2.5380 kg/cm2, 20%=1.6575 kg/cm2, 30%=0.9841 kg/cm2, 40%=0.8460 kg/cm2, and 50%=0.5007 kg/cm2. In the addition of alluvial sediment variations, there was an increase in the depth of shear angle (∅) in the variation of 10% alluvial deposits and a decrease in variations of 20% to 50% alluvial deposits, 0%=32.182°, 10%=59.449°, 20%=56.319°, 30%=48.069°, 40%=45.469°, and 50%=39.451°.
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References
Irawan, D., Habieb, A. B., Iranata, D., Suprobo, P., & Raka, I. G. P. (2024). Experimental Study of Two-way Half Slab Precast Concrete using Rextangular Rigid Connection. Civil Engineering Dimension, 26(1).
Moehle, J. P., Hooper, J. D., Kelly, D. J., & Meyer, T. R. (n.d.). Seismic Design of Cast-in-Place Concrete Diaphragms, Chords, and Collectors: A Guide for Practicing Engineers (NIST GCR 10-917-4). In NEHRP Seismic Design Technical Brief (Number 3).
NEHRP Recommended Provisions: Design Examples Prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency of the Department of Homeland Security (2006).
Putra, I. (2020). Evaluasi Kinerja Slab On Pile Jembatan Kenjeran Terhadap Beban Gempa Menurut SNI 2833-2016. Institut Teknologi Sepuluh Nopember.
SNI 1725:2016. (2016). Pembebanan Untuk Jembatan. In Badan Standardisasi Nasional Indonesia.
Tumimomor, M. E., Dapas, S. O., & Mondoringin, M. R. I. A. J. (2016). ANALISIS PENGHUBUNG GESER (SHEAR CONNECTOR) PADA BALOK BAJA DAN PELAT BETON. Jurnal Sipil Statik, 4(8), 461–470.
Ulfa, A. A., & Jamal, M. (2023). An Analysis of The Apartment’s Tamansari Skylounge Halfslab Connection as a Diaphragm (Case Study: Padang Seismic Load). Nusantara, 2(1), 13–26.
Zhang, Y., Chang, K., Yang, Y., Zhao, G., & Liu, Y. (2024). Study on the Tensile and Shear Performances of Fully Precast Partially Composite Floor Slab Joints. Buildings, 14(4), 1037.
