Analisis Dinding Penahan Tanah Tipe Kantilever Pada Ruas Jalan Kairatu – Hunitetu Kabupaten Seram Bagian Barat

Authors

  • Fernando Jordy Batlolona Politeknik Negeri Ambon
  • Sjafrudin Latar Politeknik Negeri Ambon
  • Penina Istia Politeknik Negeri Ambon

DOI:

https://doi.org/10.31004/koloni.v4i1.709

Abstract

A soil retaining wall is a construction built to withstand or support soil pressure and other lateral loads with the aim of preventing the soil from unwanted lateral movement. This study aims to determine soil parameters and design soil retaining walls according to standards or theories. The test includes physical and mechanical properties, based on the results of the tests carried out, soil property data is obtained, namely with the type of loamy sandy soil, with a moisture content of 23,68%, the weight of the content with the weight of wet soil volume (yb) is 1.75 gr/cm3 and for the volume of dry soil (yd) is 1.53 kg/cm3, specific gravity is 2.59 Gs, liquid limit (LL) is 39,10%,  the plastic limit (PL) was 13,39% and for the plastic index (IP) was 25,71%, the maximum dry volume weight (yd maximum) of the tested soil sample was 1.732 gr/cm3 and the optimum moisture content (W optimum) was 7.66%, as well as the deep shear angle (φ) and cohesion (c) used  based on the table of typical values c' and φ (AS 4678,2002), which is used at 25° and 0 KN/m2.

References

Apli Elviana Vinsensia 2021,Evaluasi Stabilitas Dinding Penahan Tanah Pada Sungai Nambaan Kecamatan Ngantang Kabupaten Malang

Aryadi, Rifqi, Muhammad, 2022, Analisis Stabilitas Dinding Penahan Tanah Pada Jalan Inspeksi Waduk Brigif, Jakarta.

Hardiyatmo, Christady, Harry, 2018. Mekanika Tanah I . Gama Press, Yogjakarta

Hardiyatmo, Christady, Harry, 2019. Mekanika Tanah II Edisi 3. Gama Press, Yogjakarta

Hardiyatmo, Christady, Harry, 2020, Analisis dan Perencanaan Fondasi 1Gama Press, Yogjakarta

http://www.jurnal.unsyiah.ac.id/JARSP/index 2018,Analisis Stabilitas Lereng Dengan Kontruksi Dinding Penahan Tanah Tipe Counterfort

Sari Candra 2019,Analisis Stabilitas Dinding Penahan Tanah Untuk Perkuatan Tebing Badan Jalan Suradita – Kranggan

Sebayang, Hertata, Anakta, 2022, Analisis Faktor Keamanan Lereng Terhadap Longsoran Jalan Trikora Dengan Penanganan Dinding Penahan Tanah, Samarinda

Supit, Donny, Donald, 2019. Analisis Perhitungan Kestabilan Dinding Penahan Tanah Studi Kasus Proyek Interchange Manado, Manado

Hardiyatmo, H.C (2018). Mekanika Tanah II. Yogyakarta : Gama Press

Hardiyatmo, Christady, Harry,2002, Mekanika Tanah I Edisi Ke-III, Yogyakarta : Gama Press

Hardiyatmo, Christady, Harry,2020, Analisis Dan Perancangan Fondasi I Edisi 4 , Gadjah Mada

Standar Nasional Indonesia. (2017) “SNI 8460:2017 tentang Persyaratan Perancangan Geoteknik,” Badan Standarisasi Nasional Jakarta.

Reza Satria Warman, ST (2019) “Kumpulan Korelasi Parameter Geoteknik dan Fondasi” KEMENTERIAN PEKERJAAN UMUM DAN PERUMAHAN RAKYAT DIREKTORAT JENDERAL BINA MARGA.

Ir. Masriani Endayanti, MT1) Krisman Marpaung, ST 2), 2019. Analisis Perkuatan Lereng Menggunakan Dinding Penahan Tanah Di Skyland Jayapura Selatan, Jurnal Teknik, Volume VIII, Februari 2019, Halaman 22-35.

Enden Minal 1, Woelandari Fathonah 2, Frischa Desy Candra Sari 3 , 2019. Aanalisis Stabilitas Dinding Penahan Tanah Untuk Perkuatan Tebing Badan Jalan Suradita – Kranggan. Jurnal Fondasi, Volume 8 No 1, Halaman 12-21.

Melania Kalalo, Jack H. Ticoh, Agnes T. Mandagi, 2017. Analisis Stabilitas Dinding Penahan Tanah ( Studi Kasus : Sekitar Areal PT.TRAKINDO, Desa Maumbi, Kabupaten Minahasa Utara), Jurnal Sipil Statik Vol.5 No.5 Juli 2017 ( 285-294) ISSN : 2337-6732.

Downloads

Published

26-01-2025

How to Cite

Batlolona, F. J., Latar, S., & Istia, P. (2025). Analisis Dinding Penahan Tanah Tipe Kantilever Pada Ruas Jalan Kairatu – Hunitetu Kabupaten Seram Bagian Barat. KOLONI, 4(1), 1–9. https://doi.org/10.31004/koloni.v4i1.709

Issue

Section

Articles

Most read articles by the same author(s)