Analisis Stabilitas Tanggul Penahan Tanah Pedestrian Zona II Situ Bagendit
DOI:
https://doi.org/10.37577/sainteks.v4i1.399Abstract
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References
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9. Direktorat Jendral Sumber Daya Air. (2013). Standar Perencanaan Irigasi, Kriteria Perencanaan Bagian Bangunan Utama KP-02, Kementrian Pekerjaan Umum Jakarta
2. Ashour T. and Wu W. 2010, ‘An experimental study on shrinkage of earth plaster with natural fibres for straw bale buildings’, Int. J. Sustainable Eng., 3: 299–304.
3. Hsi, J., & Martin, J. (2015). Soft Ground Treatment and Performance, Yelgun to Chinderah Freeway, New South Wales, Australia. Ground Improvement Case Histories, 137–174. doi:10.1016/b978-0-08-100698-6.00005-2
4. Gardjito, E., Limantara, A. D., Ridwan, A., Subiyanto, B., Heryanto, B., & Sudarmanto, H. L. (2019, December). Analysis of the Embankment Stability with Flat Concrete Sheet Pile (FCSP). In Journal of Physics: Conference Series (Vol. 1364, No. 1, p. 012056). IOP Publishing.
5. Supit, D. D. (2019). Analisis Perhitungan Kestabilan Dinding Penahan Tanah Studi Kasus Proyek Interchange Manado. Jurnal Ilmiah Realtech, 15(2), 114-120.
6. Sabihi, S., Fauzi, M., & Siswanto, S. (2017). Analisis Perencanaan Bendung (Studi Kasus Bendung Botung) (Doctoral dissertation, Riau University).
7. Asrurifak,M. dkk. (2017). REKAYASA KEGEMPAAN: PETA GEMPA INDONESIA 2017. PELATIHAN PERANCANGAN DAN KONSTRUKSI JEMBATAN KHUSUS. https://bpsdm.pu.go.id/center/pelatihan/uploads/edok/2018/05/f54c9_17_REKAYASA_KEGEMPAAN_PETA_GEMPA_INDONESIA_2017_-_ASRURIFAK.pdf
8. Abror, F. M. (2019). Perancangan Analisis Stabilitas Gaya Uplift Pressure Pada Bendung Berbasis Visual Basic. Jurnal Student Teknik Sipil, 1(1), 15-21.
9. Direktorat Jendral Sumber Daya Air. (2013). Standar Perencanaan Irigasi, Kriteria Perencanaan Bagian Bangunan Utama KP-02, Kementrian Pekerjaan Umum Jakarta
