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Journal : ETERNITAS

OPTIMALISASI DESAIN PONDASI MESIN TIPE BLOK PADA PENYELIDIKAN TANAH DI INDRAMAYU Komarudin; Mauritius Ildo Rivendi Naikofi
Eternitas: Jurnal Teknik Sipil Vol 2 No 2 (2023): ETERNITAS : Jurnal Teknik Sipil, Vol 2, No 2 April 2023
Publisher : Program Studi Teknik Sipil Universitas Katolik Widya Mandira

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30822/eternitas.v2i2.2445

Abstract

Along with the development of micro-hydro power plants, machines with very heavy weights are needed, therefore a special foundation is needed that can support the weight of the machine in an active or inactive state. Machine foundations are different from foundations in general, machine foundations require dynamic analysis, namely when the machine is operating, in this study four foundation calculations are taken into account, namely foundations P1, P2, P3 and P4, foundation P1 has dimensions of 10 m long, 3.5 m wide and 2.2 m high, P2 foundation is by widening 2 m, so that the width changes to 5.5 m, as well as for the P3 foundation, namely by extending 2m, so that the dimensions are 12 m long, and for the P4 foundation, by extending and widening 2m, so that the dimensions are 12 m long and 5.5 m wide. The results of the calculation of the static load, the foundations P1 to P4 meet the requirements because the load received by the foundation is 394.66 kN or 39,466 tons, while the carrying capacity exceeds the load, namely 138.13 tons, 217.06 tons, 165.75 tons and 260.7 tons, based on the comparison between the weight of the machine and foundation weight > 3 means that it meets the requirements for the magnitude of the ratio, 4.68, 7.36, 5.62 and 8.83. In addition to static loads, in the planning of machine foundations that need to be checked, namely dynamic loads, namely the value of the ratio of frequency and natural frequencies, the value cannot be less than 1, foundations P1 to P4 have a value of more than 1, which is equal to 1.16, 1.31, 1.22 , and 1.37 for the horizontal direction and 1.14, 1.28, 1.16 and 1.31 for the vertical direction, for the magnification factor value the value must be below 1.5, all foundation models meet the requirements, namely the values ​​are 1.44, 1.25, 1.36 and 1.18 for the horizontal direction and 0.88, 0.76, 0.82, and 0.72 for the vertical direction. And what is very important in foundation planning is determining the comfort of workers, foundation P1, is included in Limit Form Machines And, meaning that it is not recommended because it is included in danger to structures, foundations P2, P2 and P3 are included in Trobele some to persons (quite disturbing), foundation P3 is not optimal because the max displacement is only 0.40 inc, type P2 is more effective, namely only by widening the foundation the value drops to 0.38 inc from the previous 0.41 inc on the P1 foundation, while P4 even though the value is 0.38 inc but the dimensions of length and width are larger.
Co-Authors -, Tiara Widya Antikasari - A. GUNAWAN Abdullah Musthofa Adi Ali Fikri, Romadlon Aditya, David Sulistiawan Aditya, Riski Agus Salim Ahmad Masruri Ai Lita Alamsyah, Prayudi Juni Aldri Frinaldi Alif, Muhammad Nur Alwi, Zulfami Ananda Okta Mahardhika Anwar, Ahmad Aryadi, Didi Asmuji Asrianto Atoasi, Syahbudin Awwaludin, Patriana Nurmansyah Aziwarti Begawat Sari, Fauziyah Budi Utomo Budiman, C. C. SUMANTRI Cahyani Maulida, Savira Christine Ulina Tarigan Dadang Purnama Dea Destian Dede Rohmat Nurjaya Deden Hilmansah Deden Hilmansah Dedi Junaedi, Dedi Desi Ramayanti Dewi Kiani Cakrawati Dewi Mahastuti Dewi, Marysca Shintya Doni Pranata Dya Ayu Agustiana Putri Efrita Norman Eki Wulan Agustin Eti Herawati Falah Tri Nur Afifah Fangky Antoneus Sorongan Fatimah, Ade Fitria Fatkha, Magfirotul Fatwa Hurriah Firdaus, Septian Firman Septiadi Firyal Haifa Ginanjar Abdurrahman Gita Sesaria, Tifanny Gunistiyo Hadna, Ida Nor’Aini Haibah, Mufida Zulfaa Hallare, Syrell M. Hamdani Abdulgani, Hamdani Hannum, Ilma Nabilla Ashfia Hapidudin, Apid Harsela, Chiska Nova Hasbian, Yanti Hendrawan, A. Hendri Hendri Sukma Herman Subarjah Hikmatunnisa ILHAM Ilham Jaya Kusumah Indi Millatul Maula Insyirrah, Pembayun Cikal Irfan Bahar Nurdin Isna Nur Faizah Juliana Wahid Kabdiyono, Era Agita Komarudin Sassi Laeli, Sobrul Laraswati, Dwi Mei Linda Marlinda Linda Zakiah Listyarini, K. Loyola, Allysssa DL. M. Syahnan Harahap Machdaliza Mad Zaini Mahben Jalil Marwiyah Maulana, Ihsan Mauritius Ildo Rivendi Naikofi Mochamad Yamin Saputra Mona Fiametta Febrianty Muhamad Nugi Muhammad Azhar Muhammad Gilang Ramadha Muhammad Reza Kaosar Muhammad Tahwin Mujtaba, Atiq Mulyana Mustaqim Setiyo Ariyanto MUTIA RAHAYU GUMULYA MUTIA RAHAYU GUMULYA Mutmainah Juniawati Nadia Lestika Wahyuningtiyas Nida'ul Hidayah Nihayah, Ulin Ninda Adha Givari Novi Maryani Novian, Geraldi Nurhakiki, Ilma Nurhakim Nurul Fitriyani OKTADINATA, ALEK Pegi Sugiartini Prakosa, Bayu Adhi Putra, Sandy Pratama Rahmat Hidayat Rani Santika Rekyan Woro Mulaksito Mulyadi Rismayadi, Alen Rohanda Rohanda Sandey Tantra Paramitha Saputro, Andrian Savandha, Septien Dwi Seda, Anthony Paramadina Shintya Dewi, Marysca Siti Mayangsari Sugeng, Margono Sugiartini, Pegi Suhana, Nono Sujono, Ujon Supapak Phetrasuwan Supardi Suparto, Kuat Supriati, Eny Supriyadi Suryaningsih, Yeni Susilowati, Suster Syah, Alif Firman Syahril Jamil Tatang Muhtar, Tatang Teti Apriyanti Titi Handayani, Luh Tri Cahyanto Utomo, Suryo Utomo, Tomy Dwi Wali, Carles Nyoman Wibowo, Setyo F. Widi Kusumah Widyawati Wildhan Rahmadian Sofyan WULANDARI Yanuar Rachman Sadewa Yuggo Afrianto Yusida Gloriani Yusuf Hidayat Yusuf Hidayat Zain, Labibah