Evaluation of Peak Ground Acceleration Using CPT Data for Liquefaction Potential
The Universitas Muhammadiyah Yogyakarta (UMY) campus was constructed on 28 hectare which mostly rested on a sand deposit. The ground water table was shallow. Theoretically, the site was susceptible to liquefaction during ground-shaking. During earthquake on May 27, 2006, a magnitude 6.3 shocked the...
Main Author: | Agus Setyo Muntohar |
---|---|
Format: | Proceeding |
Language: | Bahasa Inggris |
Published: |
Tsunami Disaster Mitigation Research Center
2009
|
Subjects: | |
Online Access: |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64441 |
Similar Items
-
Evaluation of Peak Ground Acceleration Using
CPT Data for Liquefaction Potential
by: Agus Setyo Muntohar
Published: (2009) -
ESTIMATING GROUND SETTLEMENT POST-LIQUEFACTION USING CPT
by: Agus Setyo Muntohar
Published: (2010) -
ESTIMATING GROUND SETTLEMENT POST-LIQUEFACTION USING CPT
by: Agus Setyo Muntohar
Published: (2010) -
Research on Earthquake Induced Liquefaction in
Padang City and Yogyakarta Areas
by: Agus Setyo Muntohar
Published: (2014) -
Research on Earthquake Induced Liquefaction in
Padang City and Yogyakarta Areas
by: Agus Setyo Muntohar
Published: (2014)