Document Type : Regular Article

Authors

1 Assistant Professor, Department of Civil Engineering, Department of Civil Engineering, Faculty of Civil Engineering and Architecture, Malayer University, Malayer, Iran

2 Student of Civil Engineering, Department of Civil Engineering, Faculty of Civil Engineering and Architecture, Malayer University, Malayer, Iran

Abstract

In this review article, we examine the behavior of earthen dams under earthquake movements. Earthen dams perform satisfactorily when exposed to strong earthquakes. Their performance is usually related to the nature of the soil used for the structure. Most well-constructed earthen dams can significantly vibrate the earthquake without damaging effects. Dams made of compacted clay materials on clay foundations or bedrock withstood strong ground movement. Compared to older embankments built on sandy materials or of sand or silt with inefficient density and tailings dams, all of them showed almost some instances of failure, which was initially due to the liquefaction capability of these materials. They are considered a type of hydraulic structure in this period, and tailings dams are the most dangerous types of earth dams. The more accurate and durable equipment and tools are used during the construction and operation of the dam, the minor deformation is created in the dam, and the more controllable it becomes. Utilizing up-to-date knowledge and benefiting from the construction and maintenance experiences of the dam can help the optimal management of the dam during construction and operation. The main finding from this study is earth dams have better flexibility to accept the dynamic load due to earthquake force than concrete dams.

Highlights

  • Earthen Dams Performance is Usually Related to The Nature of The Soil Used for The Structure.
  • Most Well-Constructed Earthen Dams Can Significantly Vibrate The Earthquake Without Damaging Effects.
  • Earth Dams Have Better Flexibility to Accept The Dynamic Load Due to Earthquake Force Than Concrete Dams.

Keywords

Main Subjects

[1]      Ghiasi V, Heydari F, Behzadinezhad H. Numerical Analysis and Back Calculation of Embankment Dam Using Monitoring Results (Case Study: Iran-Lurestan Rudbar). Sci Iran 2021:0–0. https://doi.org/10.24200/sci.2021.56159.4579.
[2]      Ghiasi V, Koushki M. Numerical and artificial neural network analyses of ground surface settlement of tunnel in saturated soil. SN Appl Sci 2020;2:939. https://doi.org/10.1007/s42452-020-2742-z.
[3]      Asadi A, Saba H. Evaluation of the Effect of Modulus of Elasticity in Clay Core on the Arching in the Crest of Earth Dams. Comput Eng Phys Model 2020;3:12–20.
[4]      Ferdowsi A, Nemati M, Farzin S. Development of Dam-Break Model Considering Real Case Studies with Asymmetric Reservoirs. Comput Eng Phys Model 2021;4:39–63.
[5]      Hariri-Ardebili M, Mahdavi G, Abdollahi A, Amini A. An RF-PCE Hybrid Surrogate Model for Sensitivity Analysis of Dams. Water 2021;13:302. https://doi.org/10.3390/w13030302.
[6]      Amini A, Abdollahi A, Hariri-Ardebili MA, Lall U. Copula-based reliability and sensitivity analysis of aging dams: Adaptive Kriging and polynomial chaos Kriging methods. Appl Soft Comput 2021;109:107524. https://doi.org/10.1016/j.asoc.2021.107524.
[7]      Abdollahi A, Amini A, Hariri-Ardebili MA. An uncertainty-aware dynamic shape optimization framework: Gravity dam design. Reliab Eng Syst Saf 2022;222:108402. https://doi.org/10.1016/j.ress.2022.108402.
[8]      Choopan Y, Emami S. Optimal operation of dam reservoir using gray wolf optimizer algorithm (case study: Urmia Shaharchay Dam in Iran). J Soft Comput Civ Eng 2019;3:47–61.
[9]      Ferdowsi A, Hoseini SM, Farzin S, Faramarzpour M, Mousavi S-F. Shape optimization of gravity dams using a nature-inspired approach. J Soft Comput Civ Eng 2020;4:65–78.
[10]     Fallahi M, Cheraghi Seifabad M, Baghbanan A. Rock Slope Stability Analysis in the Left Abutment of Bakhtiary Dam, Iran. Comput Eng Phys Model 2021;4:1–19.
[11]     USCOLD. Updated Guidelines for Selecting Seismic Parameters for Dam Projects, April, 1999, 63 pp n.d.
[12]     https://www.nationalgeographic.com n.d.
[13]     USAEWES. Report CEWES-GV-Z, Vicksburg, Mississippi U.S. Army Corps of Engineers, 1999 n.d.
[14]     USCOLD, Observed Performance of Dams During Earthquakes, July, 1992,129 pp n.d.
[15]     Asano Y, Ito Y, Obara K. Activity of Very-low-frequency Earthquakes in Japan Monitored by a Sensitive Accelerometer Network. AGU Fall Meet. Abstr., vol. 2006, 2006, p. V41A-1704.
[16]     Yasuda N, Kondo M, Sano T, Yoshioka H, Yamaguchi Y, Sasaki T, et al. Effect of the mid Niigata prefecture earthquake in 2004 on dams. 37th Jt. Meet. panel Wind Seism. Eff. US Japan Nat. Resour. Dev. Program, Tech. Rep., 2005.
[17]     Makdisi F, Chang CY, Wang Z, Mok C. Analysis of the Recorded Response of Lexington Dam During Various Levels of Ground Shaking. SMIP91 Seminar on Seismological and Engineering Implications of Recent Strong-Motion Data 1991.
[18]     Kayen R, Cox B, Johansson J, Steele C, Somerville P, Kongai K, et al. Geoengineering and seismological aspects of the iwate miyagi-nairiku, japan earthquake of june 14, 2008. GEER Web Report, Online Rep 2008.
[19]     Yamaguchi Y. Preliminary investigation of dams stricken by the Iwate-Miyagi Nairiku Earthquake in 2008. 5th EADC Int. Symp. Co-existence Environ. Dams, Oct, 2008, 2008.
[20]     Climent A, Bolanos. During the Costa Rica Earthquake of January 8, 2009, Strong motion was recorded in dams or site projects of Instituto Costarricense de Electricidad (ICE) n.d.
[21]     Nip JYM. The Case OF THE Wenchuan Earthquake. Citiz Journal Glob Perspect 2009;1:95.
[22]     Noguera G. The Performance of Dams Recent Major Earthquakes-The performance of dams during the Cauquenes (Chile) earthquake. Int J Hydropower Dams 2010;17:78.
[23]     Seed HB, Makdisi FI, De Alba P. The performance of earth dams during earthquakes. Earthquake Engineering Research Center, College of Engineering, University …; 1977.
[24]     Bureau G, Campos-Pina JM. Performance of Mexican dams, earthquake of 1985. Newsl Issue No 1986;79.
[25]     Horowitz GF, Ehasz J. Whittier Narrows Earthquakes, US COLD Newsletter 1987:14–8.
[26]     Rodda KV, Harlan RD, Pardini R. Performance of Austrian DamDuring the October 17, 1989, Loma Prieta Earthquake, US COLD Newsletter. 1990 n.d.:6–8.
[27]     National Inventory of Dams, March 24 update USCOLD. Bibliography on Performance of Dams During Earthquakes, compiled by Philip Gregory. U. of California. Berkeley, sponsored by US COLD Committee on Earthquakes 1984.
[28]     Bray JD, Frost D. Geo-Engineering Reconnaissance of the February 27, 2010 Maule, Chile Earthquake. GEER Assoc Rep No GEER-022 2010.
[29]     Tamura T. Behavior of Dams During The Hyogoken-Nambu Earthquake on January 17, 1995 in Japan. ICOLD Q 75 R 23, Florence 1997.
[30]     U.S. Army Corps of Engineers. Reconnaissance by U.S. Army Engineer Waterways Experiment Station-Team of the Great Hanshin Earthquake of January 17,1995, 95 n.d.
[31]     USCOLD, Guidelines for Selecting Seismic Parameters for Dam Projects, October, 1985,39 pp n.d.
[32]     Midorikawa S, Miura H, Ohmachi T. Report on the 2008 Iwate MiyagiNairiku, Japan Earthquake, Tokyo Institute of Technology, Japan 2008.
[33]     USCOLD. Observed Performance of Dams During Earthquakes, Volume II, October, 2000,162 pp n.d.
[34]     Ohmachi T, Tahara T. Nonlinear Earthquake Response Characteristics of a Central Clay Core Rockfill Dam. Soils Found 2011;51:227–38. https://doi.org/10.3208/sandf.51.227.
[35]     Tani S, Tsukuni S, Shiomi T. Performance of a fill dam based on the performance-based design concept and study of a seismic retrofitting method. Soils Found 2009;49:841–51.
[36]     Mejia LH, Sun JI, Salah-Mars S, Moriwaki Y, Beikae M. Nonlinear dynamic response analysis of Lexington Dam. SMIP92 Semin. Proceedings, Strong Motion Instrum. Program, Calif. Div. Mines Geol. Pap., vol. 10, 1992.
[37]     Krinitzsky EL, Hynes ME. The Bhuj, India, earthquake: lessons learned for earthquake safety of dams on alluvium. Eng Geol 2002;66:163–96. https://doi.org/10.1016/S0013-7952(02)00049-2.
[38]     Patel AC, Brahmbhatt RB, Devi S. Mechanical properties and morphology of PP/ABS blends compatibilized with PP-g-2-HEMA. J Appl Polym Sci 2003;88:72–8. https://doi.org/10.1002/app.11554.
[39]     Singh R, Roy D, Jain SK. Analysis of earth dams affected by the 2001 Bhuj Earthquake. Eng Geol 2005;80:282–91. https://doi.org/10.1016/j.enggeo.2005.06.002.
[40]     Brahmabhatt VS, Jadav MK. Challenging task of restoration of Rudramata, Tapper and Shivlakha water resources projects damaged due to Bhuj earthquake. Proceedings, ICOLD 71st Congr Annu Meet Montr Canada 2003:357–69.
[41]     Babbitt DH, Charlwood RG. Wenchuan Quake Report, USSD Newsletter 2009.
[42]     Elnashai AS, Gencturk B, Kwon O-S, Al-Qadi IL, Hashash Y, Roesler JR, et al. The Maule (Chile) earthquake of February 27, 2010: Consequence assessment and case studies. 2010.
[43]     Campaña J, Valenzuela L, Bard E. Seismic response of the Convento Viejo earth dam during the February 27th 2010 Chile earthquake. Obras y Proy Rev Ing Civ 2010:37–46.
[44]     JCOLD .Japanese Commission on Large Dams. Effects of the 2004 Mid Niigata Earthquake on three J.R. Dams (Shin-Yamamoto, Yamamoto, and Asagawara Dams), Current Activities on Dams in Japan 2009.
[45]     Matsumoto N. Japan Dam Engineering Center. Findings from Niigata Earthquake, a summary from ICOLD Barcelona June 21 2006.
[46]     Ohmachi T. Safety of Fill Dams under Level 2 Earthquake Motions: Lessons from the 2004 Niigata-Chuetsu Earthquake 2004.