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Jombok Slope Stabilty Monitoring System: an Overview Muntaha, Mohammad
Jurnal Aplikasi Teknik Sipil Vol 13, No 1 (2015)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (695.732 KB) | DOI: 10.12962/j12345678.v13i1.1589

Abstract

Longsor adalah suatu peristiwa geologi yang terjadi karena pergerakan masa batuan atau tanah dengan berbagai tipe dan jenis seperti jatuhnya bebatuan atau gumpalan besar tanah. Aktifitas pembangunan dan pemenuhan kebutuhan hidup menyebabkan banyak perbukitan harus berubah menjadi perumahan dan lahan pertanian, sehingga memicu kejadian longsor. Perkembangan teknologi pada ICT telah banyak digunakan untuk slope stability monitoring. Keuntungan penggunaan ICT adalah untuk mengurangi resiko terutama terhadap bangunan-bangunan umum, untuk meminimalisasi biaya baik saat construction/operation/maintenance dan untuk memperbaiki dan mengembangkan metode desain bangunan geoteknik sehingga bisa meningkatkan kinerja bangunan saat operasi (performancaike based design). Dengan menggunakan sensor kadar air, sensor kemiringan (tilting), inclinometer, dan data logger maka data-data kondisi tanah secara real time dapat dikirimkan ke pusat data. Pusat data akan mengolah data dan mengirim kembali data ke lokasi sebagai antisipasi kelongsoran lereng.
Modifikasi Perencanaan Gedung Parkir Klandasan menggunakan Metode Flat Slabs dengan Drop Panel dan Shear Wall Praditya, Iqbal Noverio; Muntaha, Mohammad; Basyaruddin, Basyaruddin
SPECTA Journal of Technology Vol. 7 No. 1 (2023): SPECTA Journal of Technology
Publisher : LPPM ITK

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (341.083 KB) | DOI: 10.35718/specta.v7i1.66

Abstract

The Klandasan Parking Building (GPK) is an 8-story parking built in Balikpapan that serves as vehicle parking and uses a conventional structure system (columns, beams, plates) where the highest beam is about 800 mm. To maximize the clearance of each story, an alternative structure system is planned by removing beams called flat slabs. The new plan is conducted by modifying the structure into a dual system which consists of an Intermediate Moment Resisting Frame, a flat plate with drop panels used to withstand gravitational loads on buildings and a Structural Wall System (SWS) installed to resist lateral loads such as earthquake and wind. Structure’s plan refers to SNI 03-2847-2013 and SNI 03-1726-2012 which are Indonesia’s concrete and earthquake codes respectively. In addition, PPURG 1987 is also used to determine loads for the building. The analysis result shows that the building could be changed from 8 to 9 stories using the same total height of 8 stories. The depth of plates and drop panels which are supported by interior and exterior columns are 250 mm and 100 mm respectively. Turning to the shear wall, a thickness of 350 mm can be used to resist lateral loads.
Analisis Rock Mass Rating Di Tepi Pantai Samabe, Pulau Bali Suprayitno, Abdi; Huda, A.M.Miftahul; Muntaha, Mohammad
Jurnal Geosaintek Vol. 5 No. 2 (2019)
Publisher : Institut Teknologi Sepuluh Nopember

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Abstract