EVALUASI STABILITAS DINDING PENAHAN TANAH PADA SUNGAI NAMBAAN KECAMATAN NGANTANG KABUPATEN MALANG

  • Suhudi
  • Elviana Apli
https://doi.org/10.35457/quateknika.v11i1.1433
Abstract views: 530 , PDF downloads: 496
Keywords: Dinding penahan tanah, evaluasi stabilitas

Abstract

Bangunan yang didesain untuk menahan tekanan lateral (horizontal) tanah disebut bangunan dinding penahan tanah. Biasanya bangunan dinding penahan dibuat ketika terjadi perubahan dalam elevasi tanah yang melampaui sudut at-rest dalam tanah. Tekanan tanah lateral di belakang dinding penahan tanah tergantung kepada sudut geser dalam tanah (

Author Biographies

Suhudi

Program Studi Teknik Sipil, Universitas Tribhuwana Tunggadewi

Elviana Apli

Program Studi Teknik Sipil, Universitas Tribhuwana Tunggadewi

References

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Hardiyatmo, H., C. 2002. Mekanika Tanah 2. PT. Gramedia Pustaka Utama. Jakarta.

Hardiyatmo, H., C. 2014. Mekanika Tanah 2, Cetakan Kedua, Edisi Kelima. PT. Gramedia Pustaka Utama. Jakarta.

Hardiyatmo, H., C. 2006. Teknik Pondasi 2 : Edisi Ketiga. Beta Offset, Yogyakarta.

Ishak, R. 2018. Kajian Dinding Penahan Tanah Pada Tebing Sungai Untuk Pengendalian Banjir. Prodi Teknik Sipil UMSB, Jorong Limo Kampuang Sei. Puar Kab. Agam.

Rosihun M, E 2011. Analisis Stabilitas Talud Bronjong UIN Sunan Kalijaga Yogyakarta. INERSIA, Vol V11 No 2 : 182-201

Soemono,. 1997. “Statika I” Edisi Kelima, Penerbit ITB, Bandung.

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Published
2021-03-18
How to Cite
Suhudi, S., & Elviana Apli, V. (2021). EVALUASI STABILITAS DINDING PENAHAN TANAH PADA SUNGAI NAMBAAN KECAMATAN NGANTANG KABUPATEN MALANG. Jurnal Qua Teknika, 11(1), 26-39. https://doi.org/10.35457/quateknika.v11i1.1433
Issue
Vol. 11 No. 1 (2021): Maret 2021
Section
Articles

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