THE ANALYSIS OF WONOREJO DAM SLOPE STABILITY BASED ON 2004 AND 2010 EARTHQUAKE MAPS.

  • Lecturer of Study Program of Water Engineering Magister, Brawijaya University, Malang, East Java.
  • Student of Water Engineering Magister, Water Engineering, Brawijaya University, Malang, East Java.
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The stability of Wonorejo Dam slope is analyzed with modified earthquake parameters based on 2004 and 2010 Earthquake Maps. Security rate in 2004 Earthquake Map is bigger than that in 2010 Earthquake Map in the case of OBE earthquake. For the case of MDE earthquake, the security rate of 2004 Earthquake Map is smaller than 2010 Earthquake Map. Safe limit of repeat period that can be tolerated by Wonorejo Dam is 200 years at earthquake strength of 6.1 Richter Scale (SR).

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[Pitojo Tri Juwono, Andre Primantyo H and Nisa Andan Restuti. (2017); THE ANALYSIS OF WONOREJO DAM SLOPE STABILITY BASED ON 2004 AND 2010 EARTHQUAKE MAPS. Int. J. of Adv. Res. 5 (Jun). 582-590] (ISSN 2320-5407). www.journalijar.com

Pitojo Tri Juwono
BRAWIJAYA UNIVERSITY

DOI:

Article DOI: 10.21474/IJAR01/4453      
DOI URL: https://dx.doi.org/10.21474/IJAR01/4453

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