Perilaku Tekanan Air Pori pada Bendungan berdasarkan Data Instrumen Pneumatic piezometer
DOI:
https://doi.org/10.22219/jmts.v20i1.35931Abstract
Perilaku tekanan air pori di bendungan sangat penting dalam kontrol keamanan bendungan. Data rembesan dan tekanan air pori didapatkan dari pembacaan intrumen bendungan. Instrumentasi bendungan digunakan sebagai alat pemantauan kajian dan perilaku bendungan dan kondisi bendungan agar dapat terdeteksi lebih awal jika terjadi kegagalan konstruksi. Program Geo-Studio memiliki perangkat untuk dapat mensimulasikan longsoran, rembesan dan tekanan air pori. Peneliti ingin mengetahui kajian rembesan dan tekanan air pori menggunakan Program Geo-Studio. Dengan melakukan membandingkan hasil pembacaan data serta pendekatan menggunakan Program Geo-Studio. Program SeepW dapat mensimulasikan tekanan air pori dengan baik dimana hasil simulasi Program SeepW mendekati nilai hasil pembacaan instrumen. Tekanan air pori mengikuti pola pada jaringan tryektori aliran filtrasi (flownet) yang ada dalam tubuh bendungan.
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References
Akhtarpour, A., & Soroush, A. (2015). Numerical Stady of Pore Pressure Development and Dissipation in Core of Masjed-Soleyman Rockfill Dam. Hydropower’15.
Aprianto, D. S. (2015). Analisa Instrumentasi Geoteknik Untuk EvaluasiKeamanan Bendungan Urugan Tanah Di LodanKabupaten Rembang. Jurnal Karya Teknik Sipil, 4(4), 561–567. http://ejournal-s1.undip.ac.id/index.php/jkts
Beiranvand, B., & Komasi, M. (2019). Monitoring and numerical analysis of pore water pressure changes Eyvashan dam during the first dewatering period. Journal of Applied Research in Water and Wastewater, 6(1), 1–7. https://doi.org/10.22126/arww.2019.1017
Buldan, R., Suharyanto, S., Najib, N., & Sadono, K. W. (2021). Analisis Rembesan Terhadap Keamanan Bendungan Kedung Ombo Di Grobogan, Jawa Tengah. Jurnal Teknik Hidraulik, 12(2), 79–92. https://doi.org/10.32679/jth.v12i2.657
Dandel, R., Sumampouw, J. E. R., Sompie, O. B. A., Teknik, J., Fakultas, S., Universitas, T., & Ratulangi, S. (2017). Pengaruh Tekanan Air Pori Tanah Terhadap Perkuatan Tembok Penahan Dan Geotextile. Tekno, 15(67).
Fatahi, B., Le, T. M., Le, M. Q., & Khabbaz, H. (2013). Soil creep effects on ground lateral deformation and pore water pressure under embankments. Geomechanics and Geoengineering, 8(2), 107–124. https://doi.org/10.1080/17486025.2012.727037
Huda, A. L., Wardani, S. P. R., & Suharyanto, S. (2019). Evaluation of pore water pressure and water leakage in Panohan dam. Reka Buana : Scientific Journal of Civil Engineering and Chemical Engineering, 4(2), 26.
Kementerian PUPR. (2008). Prinsip Perencanaan Bendungan Tingkat Dasar. Diklat Teknis Perencanaan Bendungan Tingkat Dasar, 1–122. https://bpsdm.pu.go.id/center/pelatihan/uploads/edok/2018/04/5637f_MDL_Prinsip_Perencanaan_Bendungan.pdf
Keyvanipour, M., Moharrampour, M., Ranjbar, M. K. (2013). An Evaluation and Comparison of Sirjan’s Embankment Behavior with Instrumentation Data and Software PLAXIS. Industrial Science, 01(01), 1–7.
Morton, K. L., Muresan, M. C., & Ramsden, F. (2008). Importance of pore pressure monitoring in high walls. Journal of the Southern African Institute of Mining and Metallurgy, 108(11), 661–667.
Pagano, L., Fontanella, E., Sica, S., & Desideri, A. (2010). Pore water pressure measurements in the interpretation of the hydraulic behaviour of two earth dams. Soils and Foundations, 50(2), 295–307. https://doi.org/10.3208/sandf.50.295
Sari, U. C., Wardani, S. P. R., Suharyanto, & Partono, W. (2016). Analisis Tekanan Air Pori Menggunakan Metode Elemen Hingga Dengan Pemodelan Mohr-Coulomb Pada Plaxis. Konferensi Nasional Teknik Sipil 10 Di Universitas AtmaJaya Yogyakarta, 1980, 675–683.
Siregar, G. G. P., & Kurniawan, F. aldoko. (2021). Interpretasi Instrumentasi Piezometer Dalam Rangka Pemantauan Keamanan Bendungan Kedung Ombo. Siklus : Jurnal Teknik Sipil, 7(2), 131–145. https://doi.org/10.31849/siklus.v7i2.7460
Sompie, O. B. A., Teknik, P., Universitas, S., & Ratulangi, S. (2014). fabian_jm,+JIME040401+Sompie&Christian. 4(4), 205–214.
Subiyanti, H., Rifa’i, A., & Jayadi, R. (2011). Analisis Kelongsoran Lereng Akibat Pengaruh Tekanan Air Pori di Saluran Induk Kalibawang Kulonprogo. Jurnal Ilmiah Semesta Teknika, 14(1), 15–25.
Wijayanto, A., Juwono, P., & Cahya, E. (2021). The Influence of Damage to the Geomembrane Layer on the Seepage Pattern and Discharge at the Homogeneous Embankment Dam. Civil and Environmental Science, 004(01), 076–083. https://doi.org/10.21776/ub.civense.2021.00401.7
Yun, S. K., Kim, J., Im, E. S., & Kang, G. (2022). Behavior of Porewater Pressures in an Earth Dam by Principal Component Analysis. Water (Switzerland), 14(4). https://doi.org/10.3390/w14040672
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