Review: Analisis Kestabilan Lereng dengan Metode Analisis Balik Menggunakan Data Perpindahan Terukur
Kata Kunci:
Analisis Balik, Perpindahan. Monitoring
Abstrak
Slope monitoring is an important geotechnical aspect and becomes a basic component for planning the efficient and safety design. Various monitoring instruments have recently been implemented in the mining industry. Interpretation of the slope monitoring results such as measured displacements have been used in the back analysis method that applied by Sakurai, et al in 1987 with the application of numerical methods. For this reason, this paper provide an overview of slope stability back analysis using measured displacement data based on various previous studies.
Referensi
[1] Febriadi, Adika. Dearga, Aloysius. Dkk. (2020). Prosiding TPT XXIX Perhapi 202.
[2] Guo, Chengqian. Ma, Gang. Dkk. 2022. Displacement Back Analysis of Reservoir Landslide Based on Multi-Source Monitoring Data: A Case Study of the Cheyiping Landslide in the Lancang River Basin. MDPI. 14. 2683
[3] Liu, Jiaqi. 2022. Back Analysis of Rock Mass Properties in the Regional Fault Zone Under Lake Malaren. KTH Royal Institute of Technology : Swedia
[4] Sakurai, S. Nakayama, T. A back analysis in assessing the stability of slopes by means of surface measurements, Proc. International Symposium on Slope Stability Engineering –IS-Shikoku’99, Vol.1, 1999. pp.339-343.
[5] Sakurai, S. Shimizu, N. 2005. Monitoring the Stability of Slopes by GPS, The South African Institute of Mining and Metallurgy. International Symposium on Stability of Rock Slopes in Civil and Mining Engineering. 353-360
[6] Sakurai, S. 2017 Back Analysis in Rock Engineering CRC Press (ISRM Book Series vol 4) Eissn: 2326-778X. London. CRC Press/Balkema
[7] Shimizu, N. Nakashima, S. and Masunari, T. 2014. ISRM Suggested Method for Monitoring Rock Displacements Using the Global Positioning System (GPS). Rock Mech. Rock Eng. 47:313- 328. Doi.org/ 10.1007/s00603-013-0521-5.
[8] Shoji, Y. dkk., 2021. Monitoring Slope Stability Based on Factor of Safety Estimated by Back Analysis of Measured Displacements, IOP Publishing, Earth and Environtmental Science. doi:10.1088/1755-1315/833/1/012144
[9] Yudiansyah, Syafiq Ahmad. 2018. Studi Kestabilan Lereng Lowwall Pit Tambang Air Laya Barat Dengan Metode Analisis Balik Menggunakan Data Displacement Slope Stability Radar dan Robotic Total Station. ITB: Bandung.
[10] Zhang. L.Q., Yue. Z.Q., Yang. Z.F., Qi. J.X., Liu. F.C., 2005, A Displacement-based Back-analysis Method for Rock Mass Modulus and Horizontal In Situ Stress in Tunneling- Illustrated with Case Study, Elsevier, Tunnelling and Underground Space Technology 21 (2006) 636-649.
[2] Guo, Chengqian. Ma, Gang. Dkk. 2022. Displacement Back Analysis of Reservoir Landslide Based on Multi-Source Monitoring Data: A Case Study of the Cheyiping Landslide in the Lancang River Basin. MDPI. 14. 2683
[3] Liu, Jiaqi. 2022. Back Analysis of Rock Mass Properties in the Regional Fault Zone Under Lake Malaren. KTH Royal Institute of Technology : Swedia
[4] Sakurai, S. Nakayama, T. A back analysis in assessing the stability of slopes by means of surface measurements, Proc. International Symposium on Slope Stability Engineering –IS-Shikoku’99, Vol.1, 1999. pp.339-343.
[5] Sakurai, S. Shimizu, N. 2005. Monitoring the Stability of Slopes by GPS, The South African Institute of Mining and Metallurgy. International Symposium on Stability of Rock Slopes in Civil and Mining Engineering. 353-360
[6] Sakurai, S. 2017 Back Analysis in Rock Engineering CRC Press (ISRM Book Series vol 4) Eissn: 2326-778X. London. CRC Press/Balkema
[7] Shimizu, N. Nakashima, S. and Masunari, T. 2014. ISRM Suggested Method for Monitoring Rock Displacements Using the Global Positioning System (GPS). Rock Mech. Rock Eng. 47:313- 328. Doi.org/ 10.1007/s00603-013-0521-5.
[8] Shoji, Y. dkk., 2021. Monitoring Slope Stability Based on Factor of Safety Estimated by Back Analysis of Measured Displacements, IOP Publishing, Earth and Environtmental Science. doi:10.1088/1755-1315/833/1/012144
[9] Yudiansyah, Syafiq Ahmad. 2018. Studi Kestabilan Lereng Lowwall Pit Tambang Air Laya Barat Dengan Metode Analisis Balik Menggunakan Data Displacement Slope Stability Radar dan Robotic Total Station. ITB: Bandung.
[10] Zhang. L.Q., Yue. Z.Q., Yang. Z.F., Qi. J.X., Liu. F.C., 2005, A Displacement-based Back-analysis Method for Rock Mass Modulus and Horizontal In Situ Stress in Tunneling- Illustrated with Case Study, Elsevier, Tunnelling and Underground Space Technology 21 (2006) 636-649.
Diterbitkan
2022-11-11
##submission.howToCite##
Sumbung, D. Y. (2022) “Review: Analisis Kestabilan Lereng dengan Metode Analisis Balik Menggunakan Data Perpindahan Terukur”, Retii, hlm. 537-540. Tersedia pada: //journal.itny.ac.id/index.php/ReTII/article/view/3698 (Diakses: 22November2024).
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