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All Journal International Journal of Science and Engineering (IJSE) Jurnal Ilmiah Poli Rekayasa Jurnal Teknik Sipil JURNAL TEKNIK SIPIL ITP ISSN 2354-8452 Rekayasa Sipil Journal of Engineering and Technological Sciences Jurnal Teknik Sipil Jurnal Pendidikan Ilmu Sosial Jurnal Penelitian Pendidikan IPA (JPPIPA) SOSIOHUMANIKA Syntax Literate : Jurnal Ilmiah Indonesia BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Rekayasa Sipil JURNAL PENDIDIKAN TAMBUSAI Buletin Ilmiah Nagari Membangun JESI (Jurnal Ekonomi Syariah Indonesia) JURNAL SAINTIS These proceedings represent the work of researchers participating in The International Conference on Elementary Education (ICEE) which is being hosted by the Elementary Education Study Programme School of Postgraduate Studies, Universitas Pendidikan Civil Engineering Collaboration Jurnal Teknik Sipil Institut Teknologi Padang Makara Journal of Technology Jurnal Teknik Sipil
Abdul Hakam
Universitas Andalas
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Journal : JURNAL SAINTIS

 1 
Analisis Pemanfaatan Barisan Tiang Bor Sebagai Konstruksi Penahan Tanah Pada Lokasi yang Sempit dan Padat: Analysis of The Soldier Bore Piles As Soil Retaining Construction in Narrow and Crowded Location Anissa Maria Hidayati; Abdul Hakam; Elizar
JURNAL SAINTIS Vol. 20 No. 02 (2020)
Publisher : UIR Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25299/saintis.2020.vol20(02).5527

Abstract

[ID] Peningkatan sektor wisata di Bukittinggi memberi dampak terhadap peningkatan kebutuhan akan penginapan sebagai tempat tinggal sementara para wisatawan. Pada kondisi lain, wilayah Kota Bukittinggi cenderung memiliki lahan yang terbatas dan sudah dipadati dengan bangunan. Bagian lain pembangunan hotel di Kota Bukittinggi memerlukan fasilitas parkir, karena keterbatasan wilayah parkir di Kota yang sempit ini maka pembangunan gedung dengan memanfaatkan basement kedalam tanah menjadi alternatif pilihan. Sementara stabilitas bangunan yang telah memadati lokasi rencana pembangunan gedung baru menjadi kendala yang harus dihadapi. Kerusakan struktur tanah dapat terjadi baik secara langsung seperti penurunan daya dukung tanah dan keruntuhan dinding penahan tanah, sedangkan secara tidak langsung dapat terjadi seperti adanya kerusakan bangunan akibat getaran yang disalurkan dari tanah ke struktur bangunan. Berdasarkan latar belakang tersebut maka perlu dilakukan penelitian tentang pemanfaat tiang bor sebagai konstruksi penahan tanah pada lokasi yang sempit dan padat Tujuan penelitian ini adalah untuk mengetahui angka aman pada stabiltas tanah dengan pemanfaatan barisan tiang bor. Metoda peneltian dengan menggunakan barisan pondasi bor sebagai penahan tanah. Berdasarkan analisis dengan parameter geoteknik tanah di lokasi, maka diperlukan dua lapis barisan tiang bor dengan diameter 50 cm untuk kedalaman yang berbeda. Lapisan pertama dari elevasi muka tanah asli hingga elevasi kedalaman 15m dan lapisan kedua dari elevasi dasar basement kedua hingga kedalaman 18m. Berdasarkan analisis maka diperoleh faktor keamanan 1,2 untuk galian hingga kedalamam 4 m. Untuk kedalaman galian yang lebih dari nilai faktor keamanan berkurang hingga mendekati nilai 1,0 sehingga diperlukan penanganan modifikasi dalam pemanfaatan barisan tiang bor ini. [EN] The increase of the tourism in Bukittinggi has an impact on the increasing need for lodging as temporary residence for tourists. In other condition, restrictions on artificial tall buildings area are limited of regulations. Meanwhile, restrictions on the construction of tall buildings in an area are limited regulations. In Bukitinggi, West Sumatra, the construction of high buildings is a less than the "Clock Tower". Meantime, the construction of hotels in the city of Bukittinggi requires parking facilities. Building construction is using basement into the ground becomes an alternative choice. However, the stability has been packed with the location of building construction plans is an obstacle that must be faced. Damage to the soil structure can directly, bearing capacity of the soil and the retaining wall is collapse. Damage of buildings by vibrations transmitted from the ground to the building structure. Soil retaining construction is a civil building that has a function of ground motion barrier that caused by pressure forces on the ground and water. Methods using sheet pile are also considered, but due to environmental disturbance these methods are not used. As a suitable choice, a row of drill foundation is used as a buffer. Based on the analysis of the soil geotechnical parameters at the site, two layers of bored pillars with a diameter of 50 cm are needed for different depths. The first layer from the original ground level elevation to 15m depth elevation and the second layer from the second basement base elevation to 18m depth.
Co-Authors Afifah Khairani Arsal Ahmad Junaidi Aisya Wahyuni Ajeng Sekar Dewana Akhmad Suraji Aldira Putri Azurra Andriani Andriani Andriani Andriani Andriani Andriani Andriani Anissa Maria Hidayati Arniza Fitri Atiqah Putri Riyan Ayu Hidayati Putri Bambang Istijono, Bambang Dedi Iskandar Dody Lastaruna Dwike Adillah Elizar Elsa Eka Putri Evi Fazriati Faharisatel Anafwil Faiz, Aiman Fajri Oktaviana Lestari Fathinatul Atika Fauzan Fauzan Fauzan Fauzan fauzan Fauzan Fauzan Fauzan Febrin Anas Ismail Febrin Ismail Febrin Ismail, Febrin Getby Febrian Hamidi, Wazer El Harpito Harpito Helfial Arrizky Helmy Darjanto Helmy Darjanto, Helmy Indriyanti Indriyanti, Indriyanti Iqbal Zakhaira Isyendo Firtsilova Jamhari Jamhari Junaidi Junaidi Mubiar Agustin Muhammad Latif Muhammad Randy Azhari Muhammad Thariqjabbar Hape Muhammad Toyeb Mupid Hidayat Naufal Farhah Nova Yusri Oscar Fitrah Nur Putra, Hendri Gusti Putri Dwiza Arinda Rahmat Donal Rahmi Syafira Lista Rayhan Maghensky Raynaldi Raynaldi Redho Alfaro Zamel Resi Elfitri Rido Rido Rifqi Luthfi Alfian Riki Saputra Risayanti Risda, Dianni Rizki Pranata Mulya Rizkiya, Lina Marlina Nur Salma Wahid Zaidir Setiyowati, Arin Sofyan Sauri, Sofyan Sonya La Vidaloka Widya Utama Wulandari Wulandari Yadi Ruyadi Yono Julianto Yono Julianto Yudi Rosandi Yuliet, Rina