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Dwi Kartikasari
Politeknik Negeri Batam
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Journal : Teras Jurnal

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Analisa Daya Dukung Tiang Pancang Berdasarkan Hasil Kalendering Pada Proyek Simpang Susun Romokalisari Zona 2 STA 0+900 Dhana, Rio Rahma; Kartikasari, Dwi; Pratiwi, Tika Tsaniya
Teras Jurnal : Jurnal Teknik Sipil Vol. 13 No. 1 (2023): Volume 13 No 1, Maret 2023
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v13i1.815

Abstract

Abstrak Tiang pancang merupakan salah satu jenis pondasi dalam yang berfungsi untuk menyalurkan beban struktur kelapisan tanah keras. Proyek pembangunan jalan tol Romokalisari ini berlokasi di jalan tol perbatasan kota Surabaya dan Gresik yang merupakan salah satu bentuk dari upaya percepatan dalam pembangunan infrastruktur yang berada di wilayah Provinsi Jawa Timur. Tujuan dari penelitian ini untuk menghitung daya dukung tiang pancang yang diperoleh dari hasil kalendering pada proyek Romokalisari zona 2 STA 0+900 dengan menggunakan formula Hiley, WIKA, Engineering New Record ENR, Navy - McKay ataupun formula Danish. Berdasarkan hasil kalendering didapatkan nilai kapasitas daya dukung tiang pancang rata-rata terbesar yaitu dengan mengunakan formula WIKA yaitu sebesar 159,08 ton. Formula WIKA memberikan nilai daya dukung tiang pancang terbesar dibanding metode lainnya. Untuk nilai kapasitas daa dukung tiang pancang terendah yaitu menggunakan formula Navy MC-Kay yaitu sebesar 90,90 ton. Dari hasil perhitungan daya dukung tiap formula didapatkan nilai Qu rata - rata tiap formula yang masih memenuhi daya dukung ijin dengan hasil Qu Hiley 135,22 ton, Qu WIKA 159,08 ton, Qu ENR 109,01 ton, Qu Navy-MCKay 90,90 ton, dan Qu Danish 128,17 ton. Sehingga daya dukung tiang pancang pada proyek Romokalisari zona 2 STA 0+900 dapat dikatakan aman. Kata kunci: Pondasi, tiang pancang, daya dukung tiang pancang, kalendering  Abstract Pile is one type of deep foundation that serves to channel the load of the structure to the hard soil layer. The location of Romokalisari toll road project is on Surabaya - Gresik which is as one of infrastructure development in the East Java Province. The purpose of this study is to calculate the carrying capacity of piles obtained from the results of calendaring in the Romokalisari zone 2 Project STA 0+900 using the Hiley, WIKA, Engineering New Record ENR, Navy - McKay, and the Danish formulas. Based on the results of the calendaring, the WIKAs formula is commonly used for the calculation of the carrying capacity of piles, which is 159,08 tons. The WIKA formula is largest of the carriying capacity. From the result of calculating the carrying capacity of each formula, the average Qu value of each formula that still meets the license carrying capacity with the results of Qu Hiley 135.22 tons, Qu WIKA 159.08 tons, Qu ENR 109.01 tons, Qu Navy-MCKay 90 .90 tons, and Qu Danish 128.17 tons. So that the carrying capacity of the piles in the Romokalisari zone 2 Project STA 0+900 can be said to be safe. Keywords: Fondation, piles, pile carrying capacity, calendaring
Co-Authors Adhitomo Wirawan Afrianto Afrianto Agus Supriyadi Agussa Putra, Pandu Andayani, Nur Rahmah Andi Erna Mulyana Ari Wibowo Arisa Dwi Amalia Aurora, Angel Ayu Puspitasari Ayu Puspitasari, Ayu Bambang Hendrawan Bellayanni Sulastri Br Simatupang Citra Mawardika Asellawati Siregar Desi Ratna Sari, Desi Ratna Desi Rotua Sitompul Dian Mulyaningtyas Dina Hidayani Doni Putra Utama Dwi Irianto Elvianto Elvianto Ersya, Ozy Diva Fandy Bestario Harlan Fikri, Alif Fikri, Nuzuly Fillandini, Raja Gita Anadia Maulina Hammam Rofiqi Agustapraja Hasanah, Raja Fillandini Nurul Hepiyanto, Rasio Ika Saudia Farida Inayaturrochmah Inayaturrochmah Intan, Sutra Jessica Olifia Junafuji Oka Kastella, Cantika Yosdianti Kintan Benvia Cherny Kurniawan Sabtiadi Lisa Wardi Marihot Nasution Marihot Nasution Maulana, Mahendra Andiek Melpa Syari Kristiani Turnip Mia Syafrina Mohammad Nabil Almunawar, Mohammad Nabil Muhamad Nabil Almunawar Muhammad Anshari Ali Muhammad Anshari, Muhammad Muhammad Rasyid Ridho Lubis Muhammad Zaenuddin Muhammad Zainuddin Mulyaningtyas, Dian Muslim Ansori Nabilah, Salwa Nanik Lestari Nisa, Atiqotun Nur Annisa Nur Salina Othanindyah, Larasati Pratiwi, Tika Tsaniya Putrhi Pranitha Napitu Rahma Dhana, Rio Rahmat Hidayat RIA ANGGRAINI Riesky Saputri Pratama Canover Riri Zelmiyanti, Riri Riza Kurniasari Rusda Irawati S.M., Ilham Sahendra, Rezihardi Saputra, Ahmad Varid Hidayat Septiana, Maryani Septiani Riwanti Seto Sulaksono Adi Wibowo, Seto Sulaksono Adi Shinta Wahyu Hati Sinarti, Sinarti Sri Zuliarni Sumardi, Wardah Haki Haji Suyana Suyana T, Thoif Wardah Hakimah binti Hj Sumardi Widya Presilia Wulandari Wulandari Yosi Handayani Yosi Handayani Yulinda Zakariyah, Muhammad Agus