Proceedings of the 1st International Conference on Science and Technology for an Internet of Things, 20 October 2018, Yogyakarta, Indonesia

Research Article

Microtremor and Slope Data of Watukumpul, Pemalang Regency for Landslide Potential Analysis using Simple Additive Weight Method

Download497 downloads
  • @INPROCEEDINGS{10.4108/eai.19-10-2018.2281299,
        author={Urip Nurwijayanto Prabowo and Ayu Fitri Amalia and Heri Nurdiyanto and robbi Rahim},
        title={Microtremor and Slope Data of Watukumpul, Pemalang Regency for Landslide Potential Analysis using Simple Additive Weight Method},
        proceedings={Proceedings of the 1st International Conference on Science and Technology for an Internet of Things,  20 October 2018, Yogyakarta, Indonesia},
        publisher={EAI},
        proceedings_a={ICSTI},
        year={2019},
        month={4},
        keywords={landslide hvsr microtremor watukumpul},
        doi={10.4108/eai.19-10-2018.2281299}
    }
    
  • Urip Nurwijayanto Prabowo
    Ayu Fitri Amalia
    Heri Nurdiyanto
    robbi Rahim
    Year: 2019
    Microtremor and Slope Data of Watukumpul, Pemalang Regency for Landslide Potential Analysis using Simple Additive Weight Method
    ICSTI
    EAI
    DOI: 10.4108/eai.19-10-2018.2281299
Urip Nurwijayanto Prabowo1,*, Ayu Fitri Amalia1, Heri Nurdiyanto2, robbi Rahim3
  • 1: Universitas Sarjanawiyata Tamansiswa
  • 2: STMIK Dharma Wacana
  • 3: STIM Sukma Medan
*Contact email: urip.nurwijayanto@ustjogja.ac.id

Abstract

Watukumpul is an area located in central Java which has two active landslide trigger, for example, high slope and earthquake. The aim of this study was to determine the landslide potential area in Watukumpul induced by earthquake and soil slope. We used 33 microtremor measurement data analyzed using Horizontal to Vertical Spectral Ratio (HVSR) and Historical earthquake data between 1988-2018 to calculate ground shear strain (GSS) value that describes the soil dynamics condition when the earthquake occurs. The area has soil slope range between 0 0 -58 0 . The result of ground shear strain calculation ranges between 0.0004 – 0.0092. We combined the high slope and GSS value using Simple Additive Weight (SAW) method to make the landslide potential area map. The result of the SAW method showed that the area has medium and high landslide potential.