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All Journal Jurnal Talenta Sipil Prosiding Seminar Nasional Teknik Sipil UMS
Sita, Tisara
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Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology

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Analisis Penyelidikan Tanah Box Culvert STA. 4+550 dan STA. 8+575 dengan Sondir Manual Paket I.4 – Pembangunan Jalan Kawasan Industri Terpadu (KIT) Batang Sita, Tisara; Suryan, Viktor; Chandra, Putu Wisnu Ardia
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.487

Abstract

The Government of the Republic of Indonesia is developing the Batang Integrated Industrial Estate (KIT), a national strategic project in the shape of an industrial park. A particularly vital industrial region, the Batang Integrated Industrial Estate (KIT) is situated in the northern economic corridor of Java and has access to the Trans Java Toll Road, the rail network, as well as nearby dry ports and port facilities. In order to connect the roads in the Batang Integrated Industrial Estate (KIT) with district roads and national roads or North Coast roads (Pantura), Package I.4-Road Construction of the Batang Integrated Industrial Estate was constructed. In order to ascertain the pertinent stratigraphic and physical characteristics of the soil on which the construction site was built, a soil investigation was conducted during construction. This process is used to assess whether the soil is stable enough to support the construction of a building. Data will be gathered in the form of soil resistance forces against the sondir or cone layers following an investigation or soil study. The sondir test can also be used to determine the required foundation depth, to precisely determine the original soil's bearing capacity, and to choose the appropriate type foundation to use. Location of Sta. 4+550 has a Box Culvert with sufficient embankment height so that it needs to be replaced as deep as -2.00 meters, while the location of the Box Culvert is at Sta. 8+575 embankment height is higher, it requires analysis of soil bearing capacity and settlement so that the replacement depth and use of mini pile foundation can be determined.
Review Desain Box Utilitas 1,5 X 1,5 dan U-Ditch 2,0 X 2,0 Paket I.4 - Pembangunan Jalan Kawasan Industri Terpadu (KIT) Batang Sita, Tisara; Rusmanawati, Dian; Arimurti, Wishnu Satria
Prosiding Seminar Nasional Teknik Sipil UMS 2025: Prosiding Seminar Nasional Teknik Sipil UMS
Publisher : Universitas Muhammadiyah Surakarta

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Abstract

Pelaksanaan proyek merupakan tahap penting karena merealisasikan hasil dari tahap perencanaan. Paket I.4 Pembangunan Jalan Kawasan Industri Terpadu (KIT) Batang meliputi pekerjaan saluran drainase dengan u-ditch dan box utilitas. Tujuan dari penulisan ini adalah untuk melakukan review desain dan menguji keamanan terhadap detail struktur u-ditch. Tinjauan desain didasarkan pada SNI 2847:2019 dengan analisis variabel tanah dan beban yang dilakukan secara manual lewat perangkat Excel serta analisis tegangan menggunakan Abaqus. Hasil menunjukkan bahwa beban dominan pada struktur adalah tekanan lateral tanah. Kapasitas momen struktur adalah 72,1 kNm, sementara beban yang bekerja hanya 18,7 kNm, sehingga struktur dinding u-ditch dengan asumsi kantilever aman terhadap momen. Analisis pada u-ditch mengindikasikan kapasitas geser sebesar 35,2 kN, sedangkan beban yang bekerja 24,9 kN, menghasilkan angka keamanan 0,71, yang menunjukkan kondisi aman. Pada box utilitas, kapasitas geser sebesar 15,1 kN dengan beban bekerja 14,6 kN menghasilkan angka keamanan 0,97, yang masih tergolong aman meski mendekati batas. Oleh karena itu, dapat ditarik kesimpulan bahwa struktur u-ditch dan box utilitas aman terhadap momen dan geser.
Co-Authors Arimurti, Wishnu Satria Chandra, Putu Wisnu Ardia Dian Rusmanawati Viktor Suryan, Viktor