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All Journal JURNAL KARYA TEKNIK SIPIL Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Pondasi U Karst BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Manajemen Aset Infrastruktur dan Fasilitas JURNAL KAJIAN TEKNIK SIPIL Jurnal Talenta Sipil Berdikari : Jurnal Pengabdian kepada Masyarakat Dharma Jnana Jurnal Pengabdian Kepada Masyarakat (PIKAT) Sabangka Abdimas Jurnal Pengabdian Masyarakat Sabangka
Dyah Wahyu Apriani
Institut Teknologi Kalimantan
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Journal : Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil

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Kriteria Desain Dinding Penahan Pada Tanah Campuran Apriani, Dyah Wahyu; Hadid, Muhammad
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol 24, No 2 (2019): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v24i2.1726

Abstract

Retaining wall is one of the reinforcing techniques used to control soil movement. Reinforcement with retaining walls is relatively expensive so an efficient design is needed. Unfortunately, the guidelines for planning a retaining wall are limited. Analysis of design criteria was carried out on silt clay soil taken in the area of the Karang Joang Kalimantan Institute of Technology (ITK) area based on the dimension guide given by Hardiyatmo (2010) and Nakazawa, et al (1980) for safe slope height based on the type of retaining wall. The minimum criteria for cantilever type retaining walls with a slope height of 2-3 meters is the width of the TOE (A) = B / 3 meters, the base width retaining wall (B) = minimum of 0.7 H meters, the width of the upper wall (C) = 0.2 meters and wall thickness (D) = H / 10-H / 12 meters, while for slopes with a height of 4- 5 meters the safe dimension range is TOE (A) width = A / 3, slope width (B) is designed to be a minimum of 0.9 H meters, width of the wall (C) = minimum 0.2 meters and wall thickness (D) = H / 10-H / 12 meters. Gravity retaining wall has design criteria for slopes as high as 2-3 meters of A = D / 2-D meters, B is taken to a minimum of 0.7 H meters, a minimum C value of 0.3 m and D of H / 8 - H / 6 meters for slopes with a height of 2-3 meters, meanwhile for slopes with a height of 4-5 meters, B to a minimum of 0.9 H meters, with a value of A = D / 2-D meters, the C value is designed to be a minimum of 0.3 meters and D = H / 8 - H / 6 meters.
Co-Authors Al Aswad Janfari Amabella Charita Amalia Oktafina Andika Ade Indra Saputra Andina Prima Putri Prima Putri Arum Dwicahyani Aulia Putri Salsabila Christiano Credidi Septino Khala Christianto Christianto Christianto Credidi Christianto Credidi Khala Christianto Credidi Septino Khala Dhea Safitri Difa Aria Nugraha Endra Tri Prabowo Fajar Nugroho Utomo Fajar Nugroho Utomo Febriyanto Sulistio Chandra Fitri Rahmawati Gregorius Gun Hadid, Muhammad Indah Deviana Putri Khala, Christianto Credidi Septino Laila Fitria Mega Silfiani Muhamad Andika Saputra Muhammad Hadid Muhammad Hadid, Muhammad Ogamaliel Sohmo Sinamo Pratama, Maryo Inri Putri, Andina Prima Rachmad Hidayat Ramda Marizal Reza Dwiryan Anugrah Reza Rizqullahiansyah Rossana Margaret Kadar Yanti Sari, Oryza Lhara Septino Khala Siti Hardiyati Siti Hardiyati Sri Eko Wahyuni Sri Eko Wahyuni Tiara Rukmaya Dewi Ubudiyah, Ana Umar Mustofa Umar Mustofa Virgilia Anna