PERENCANAAN DINDING PENAHAN TANAH DI AREA APARTEMEN BEGAWAN TLOGOMAS KOTA MALANG DITINJAU DARI SEGI BIAYA

Najiatul Musarrafah, Warsito Warsito, Bambang Suprapto

Abstract


Begawan Apartment has a land area of 10,430 m² located on the Tlogomas No. 1-3 Malang consisting of a 22story building with a 2-story basement, in the north the apartment has a slope and there is a very high landfill so it requires a retaining wall to resist lateral ground movement, the wall chosen is the ratio between the cantilever wall and gravity. Obtained on each wall stability. The stability of the retaining wall of gravity is as follows bolster stability: 5.74 > 1.5 (Safe), shear stability: 3.81 > 1.5 (Safe) and carrying capacity stability: 8.21 > 2.5 (Safe). Cantilever wall stability is as follows shear stability: 3.38 > 1.5 (Safe), rolling stability: 4.47 > 1.5 (Safe) and carrying capacity stability: 9.31 > 2.5 (Safe). The estimated cost required to hold gravity is Rp. 14,647,534,035 and cantilever restraint of  Rp.23,234,572,536.

 

Keywords: Retaining Wall, Stability


Full Text:

PDF

References


Badan Standardisasi Nasional, 2017. RSNI Geoteknik. SNI 03-2847- 2013 Jakarta : Badan Standardisasi Nasional

Braja, M. Das, 1994. Mekanika Tanah Prinsip- prinsip Rekayasa Geoteknis Jilid 2. Penerbit Erlangga, Jakarta.

Harry Crhristady, Hardiyatmo, 2014. Analisis dan Perancangan Fondasi II (Edisi ke- 3, cetakan pertama). Yogyakarta: UGM Press.

Harry Crhristady, Hardiyatmo, 2014. Analisis dan Perancangan Fondasi I (Edisi ke- 3, cetakan pertama). Yogyakarta: UGM Press.

Soedradjat, I.A, 1984. Analisa (cara modern) Anggaran Biaya Pelaksanaan Bandung: Nova


Refbacks

  • There are currently no refbacks.


Jurnal Rekayasa Sipil Terindeks oleh:
 
        
 
 
 Jurnal Rekayasa Sipil is licensed under a CC BY-NC-SA
 
 

© 2023 Rekayasa Sipil. All rights reserved.

Email: sipil@unisma.ac.id | Telp: 0341551932

Tentang Kami | Hubungi Kami