[Abizandhika, H., Wibisono, H. & Bangun, S. (2016). Perencanaan Ulang Jembatan Tukad Bangkung Kabupaten Badung, Bali Dengan Metode Cable Stayed. Jurnal Sains dan Teknologi Teknik Utama, 11 (3), 168–176.]Search in Google Scholar
[Ahn, I.-S., Chen, S. S. & O’Connor, J. S. (2006). Accelerated bridge pier construction in the U.S.: seismic implications. In Structures Congress 2006. American Society of Civil Engineers. doi: 10.1061/40889(201)7910.1061/40889(201)79]Search in Google Scholar
[Al-Rousan, R. (2020). Behavior of prefabricated full-depth precast concrete bridge deck panel system: optimum prestress level. Procedia Manufacturing, 44, 607–614. doi: 10.1016/j.promfg.2020.02.24910.1016/j.promfg.2020.02.249]Search in Google Scholar
[Amin, M. B. A., Sarino, S. & Haki, H. (2017). Floodplain Simulation for Musi River using Integrated 1D/2D Hydrodynamic Model. MATEC Web of Conferences, 101, 05023. doi: 10.1051/matecconf/20171010502310.1051/matecconf/201710105023]Search in Google Scholar
[Andrić, J. M. & Lu, D.-G. (2016). Risk assessment of bridges under multiple hazards in operation period. Safety Science, 83, 80–92. doi: 10.1016/j.ssci.2015.11.00110.1016/j.ssci.2015.11.001]Search in Google Scholar
[Armono, H. D. & Budipriyanto, A. (2013). A Study on Local Scouring at Suramadu Bridge Piers for Structural Integrity Monitoring. In Proceedings of the 7th International Conference on Asian and Pacific Coasts (APAC 2013), Indonesia, 24–26.09.2013 (pp. 107–112). Sulawesi Selatan: Hasanuddin University Press.]Search in Google Scholar
[Artana, W., Sukrawa, M. & Sudarsana, K. (2010). Aspek Perencanaan dan Pelaksanaan Balok Boks Beton Prategang Pada Jembatan Kantilever Seimbang (Kasus Jembatan Tukad Bangkung – Badung – Bali). Paper presented at Civil Engineering National Conference 4th (KonTekS 4), Sanur-Bali, 02–03.06.2010.]Search in Google Scholar
[Asian Development Bank (2016). Indonesia Country Water Assessment. Retrieved from: https://www.adb.org/sites/default/files/institutional-document/183339/ino-water-assessment.pdf (accessed 08.12.2019).]Search in Google Scholar
[Auyeung, S., Alipour, A., & Saini, D. (2019). Perform ance--based design of bridge piers under vehicle collision. Engineering Structures, 191, 752–765.10.1016/j.engstruct.2019.03.005]Search in Google Scholar
[Biliszczuk, J. & Onysyk, J. (2016) Prefabrykacja w mostownictwie. Nowoczesne Budownictwo Inżynieryjne, 6, 66–75.]Search in Google Scholar
[Chen, W. F. & Duan, L. (2003). Bridge Engineering. Seismic Design. Boca Raton: CRC Press.]Search in Google Scholar
[Chmielewski, R. (2015). Analiza warunków posadowienia podpór mostów składanych [Analysis of conditions for the foundation of folding bridges pillars]. Modern Engineering, 1, 12–21.]Search in Google Scholar
[Dąbkowski, L., Skibiński, J. & Żbikowski, A. (1982). Hydrauliczne podstawy projektów wodnomelioracyjnych. Warszawa: Państwowe Wydawnictwo Rolnicze i Leśne.]Search in Google Scholar
[Eitiveni, I. & Sensuse, D. (2012). Implementation of Tile Based Geographic Information System in Indonesia E-Government. International Journal of Computer Science Issues, 9, 156–163.]Search in Google Scholar
[Esmaeili, T., Dehghani, A. A., Zahiri, A. R. & Suzuki, K. (2009). 3D Numerical simulation of scouring around bridge piers (Case Study: Bridge 524 crosses the Tanana River). World Academy of Science, Engineering and Technology, 58, 1028–1032. doi: 10.5281/zenodo.1074503]Search in Google Scholar
[Graf, W. H. (1998). Fluvial hydraulics: flow and transport processes in channels of simple geometry. Chichester: John Wiley & Sons.]Search in Google Scholar
[Guo, X., Badroddin, M. & Chen, Z. (2018). Scour-dependent empirical fragility modelling of bridge structures under earthquakes. Advances in Structural Engineering, 136943321881543, 1–15. doi: 10.1177/136943321881543310.1177/1369433218815433]Search in Google Scholar
[Hanifah, Y. N., Budipriyanto, A. & Rahardjo, I. P. (2017). Seismic performance evaluation of a pile-supported pier in Aceh, Indonesia. IOP Conference Series: Materials Science and Engineering, 012022. doi: 10.1088/1757-899X/267/1/01202210.1088/1757-899X/267/1/012022]Search in Google Scholar
[Hassan, Z. F., Karim, I. R. & Al-Shukur, A. (2020) Effect of Interaction between bridge piers on local scouring in cohesive soils. Civil Engineering Journal, 6 (4), 659–669.10.28991/cej-2020-03091498]Search in Google Scholar
[Imran, I. Hoedajanto, D. & Zarkasi, I. (2014). Bridges in Indonesia: Present and Future. Tokyo-Japan. Retrieved from: http://jsce100.com/international_conf/pdf/forum09.pdf (accessed 08.12.2019).]Search in Google Scholar
[Jarominiak, A. (2011). Postęp w dziedzinie fundamentowania mostów [Advances in bridge foundation]. Geoinżynieria. Drogi Mosty Tunele, 1 (30), 14–33.]Search in Google Scholar
[Jarominiak, A. (2016). Zabezpieczenie przed rozmyciem dna cieków przy filarach mostów. Drogownictwo, 10, 303–312.]Search in Google Scholar
[Jukowski, M. & Bęc, J. (2016). Analiza statyczna i modalna Mostu Solidarności w Płocku [Static and modal analysis of Solidarity Bridge in Płock]. Budownictwo i Architektura, 15, 177–189.]Search in Google Scholar
[Junaidi, A., Nurhamidah, N. & Daoed, D. (2018). Future flood management strategies in Indonesia. MATEC Web of Conferences, 229, 01014. doi: 10.1051/matecconf/20182290101410.1051/matecconf/201822901014]Search in Google Scholar
[Krężel, M. & Radziecki, A. (2007). Próba nowego spojrzenia na zastosowanie prefabrykacji w budownictwie mostowym. Drogownictwo, 2, 122–124.]Search in Google Scholar
[Kusuma, M. S. B., Mohammad, F., Habibi, S. A., Yasin, D. M. & Johan, E. (2020). The influence of the new LRT pier to the sedimentation pattern around Ampera bridge in Musi river, South Sumatera, Indonesia. International Journal of GEOMATE, 18 (69), 159–167. doi: 10.21660/2020.69.1324010.21660/2020.69.13240]Search in Google Scholar
[Lewandowski, J. B. (1959). Uwagi na temat głębokości wyboju przy filarze. Archiwum Hydrotechniki, 3, 273–287.]Search in Google Scholar
[Lin, W. & Yoda, T. (2017). Bridge Engineering: Classifications, Design Loading, and Analysis Methods. Oxford: Butterworth–Heinemann.]Search in Google Scholar
[Markogiannaki, O. & Tegos, I. (2018). A proposal for improving regularity of brigdes with the rocking response of precast piers. Paper presented at 16th European Conference On Earthquake Engineering, 18–21.06.2018, Thessaloniki, Greece.]Search in Google Scholar
[Matsagar, V., Eslamian, S., Ostad-Ali-Askari, K., Raeisi, M., Lee, G., Pazdar, S. & Bagheri-Basmenji, A. (2018). Bridges. In P.T. Bobrovsky & B. Marker (Eds.), Encyclopedia of Engineering Geology (pp. 74–92). Cham: Springer. doi: 10.1007/978-3-319-12127-7_35-110.1007/978-3-319-12127-7_35-1]Search in Google Scholar
[Pawitan, H. & Haryani, G. S. (2011). Water resources, sustainability and societal livelihoods in Indonesia. Ecohydrology & Hydrobiology, 11 (3–4), 231–243. doi: 10.2478/v10104-011-0050-310.2478/v10104-011-0050-3]Search in Google Scholar
[Putra, R. R., Kiyono, J., Ono, Y. & Parajuli, H. R. (2012). Seismic Hazard Analysis For Indonesia. Journal of Natural Disaster Science, 33 (2), 59–70. doi: 10.2328/jnds.33.5910.2328/jnds.33.59]Search in Google Scholar
[Reis, A. J. & Pedro, J. J. O. (2019). Bridge Design: Concepts and Analysis. Oxford: John Wiley & Sons.10.1002/9781118927595]Search in Google Scholar
[Rozporządzenie Ministra Transportu i Gospodarki Morskiej z dnia 30 maja 2000 r. w sprawie warunków technicznych, jakim powinny odpowiadać drogowe obiekty inżynierskie i ich usytuowanie. Dz.U. 2000 nr 63, poz. 735 [Regulation of Minister of Maritime Economy and Inland Navigation on the technical conditions to be met by road engineering structures and their location. Journal of Laws of the Republic of Poland 2000 No 63, item 735].]Search in Google Scholar
[Sarminingsih, A., Soekarno, I., Hadihardaja, I. K. & Kusuma, M. S. B. (2014). Flood vulnerability assessment of upper Citarum river basin, West Java, Indonesia. International Journal of Applied Engineering Research, 9 (23), 22921–22940.]Search in Google Scholar
[Subedi, A. S., Sharma, S., Islam, A. & Lamichhane, N. (2019). Quantification of the effect of bridge pier encasement on headwater elevation using HEC-RAS. Hydrology, 6 (1), 25. doi: 10.3390/hydrology601002510.3390/hydrology6010025]Search in Google Scholar
[Sumargo, S. & Rusmanto, A. (2020). Moveable bridge inspection in Ancam Port North Kalimantan, Indonesia. IOP Conference Series Materials Science and Engineering, 830 (2), 022046. doi: 10.1088/1757-899X/830/2/02204610.1088/1757-899X/830/2/022046]Search in Google Scholar
[Supriyadi, B., Siswosukarto, S., & Hadjoh, S. (2017). Stability analysis of variation span and turning angle against width in suspension bridge. In Proceedings of the Fifth International Conference on Advances in Civil, Structural and Mechanical Engineering – CSM 2017 (pp. 17–21). New York: Institute of Research Engineers and Doctor. doi: 10.15224/978-1-63248-132-0-3410.15224/978-1-63248-132-0-34]Search in Google Scholar
[Taly, N. (1998). Design of Modern Highway Bridges. New York: The McGraw-Hill Companies.]Search in Google Scholar
[Tandon, M. (2005). Economical design of earthquake-resistant bridges. ISET Journal of Earthquake Technology, 42 (1), 13–20.]Search in Google Scholar
[Teli, D., Shrestha, K., Chapagain, S. N. & Pathak, S. (2020). Final project report on analysis and design of T-girder bridge at Balkumari, Kathmandu-Lalitpur. Lalitpur: Sagarmatha Engineering College.]Search in Google Scholar
[Texas Department of Transportation (2019). Hydraulic Design Manual. Texas.]Search in Google Scholar
[Triatmadja, R., Hijah, S. N. & Nurhasanah, A. (2011). Scouring Around Coastal Structures Due to Tsunami Surge. In Proceedings of the 6th Annual International Workshop & Expo on Sumatra Tsunami Disaster & Recovery 2011 in conjunction with 4th South China Sea Tsunami Workshop, 22–24.11.2011 (pp. 3–18). Tsunami and Disaster Mitigation Research Center (TDMRC).]Search in Google Scholar
[Tymiński, T. (2010). Hydrauliczne badania modelowe filarów mostowych na przykładzie wybranych mostów Opola [Hydraulic model research on bridge piers based on the example of selected bridges in Opole]. Rocznik Ochrona Środowiska, 12, 879–893.]Search in Google Scholar
[Vijayasree, B. A., Eldho, T. I., Mazumder, B. S. & Ahmad, N. (2017). Influence of bridge pier shape on flow field and scour geometry. International Journal of River Basin Management, 17 (1), 1–21. doi: 10.1080/15715124. 2017.1394315]Search in Google Scholar
[Wahyono, E., Tangkilisan, Y. B. & Marihandono, D. (2016). Development of inter-island shipping as a Bridge to Indonesian Archipelago. Journal of Maritime Research, 13 (3), 29–38.]Search in Google Scholar
[Wang, J. (2000). Piers and Columns. In W.H. Chen & L. Duan (Eds.), Bridge Engineering Handbook (pp. 27–1– –27-24). Boca Raton: CRC Press.]Search in Google Scholar
[Wang, W., Zhou, K., Jing, H., Zuo, J., Li, P., & Li., Z. (2019). Effects of Bridge Piers on Flood Hazards: A Case Study on the Jialing River in China. Water, 11 (6), 1181. doi: 10.3390/w1106118110.3390/w11061181]Search in Google Scholar
[Watts, F. & Podolny, W. (1976). Ice loads on brigde piers. Illinois: Federal Highway Administration.]Search in Google Scholar
[Wei, Z., Dalrymple, R. A., Hérault, A., Bilotta, G., Rustico, E. & Yeh, H. (2015). SPH modeling of dynamic impact of tsunami bore on bridge piers. Coastal Engineering, 104, 26–42. doi: 10.1016/j.coastaleng.2015.06.00810.1016/j.coastaleng.2015.06.008]Search in Google Scholar
[Wijayanti, P., Zhu, X., Hellegers, P., Budiyono, Y. & Ierland, E. C. van (2016). Estimation of river flood damages in Jakarta, Indonesia. Natural Hazards, 86 (3), 1059–1079. doi: 10.1007/s11069-016-2730-110.1007/s11069-016-2730-1]Search in Google Scholar