Please use this identifier to cite or link to this item: http://cmuir.cmu.ac.th/jspui/handle/6653943832/55703
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dc.contributor.authorSirikanya Laosuwanen_US
dc.contributor.authorTawatchai Tanchaisawaten_US
dc.date.accessioned2018-09-05T03:00:01Z-
dc.date.available2018-09-05T03:00:01Z-
dc.date.issued2016-12-01en_US
dc.identifier.issn18838030en_US
dc.identifier.issn18812473en_US
dc.identifier.other2-s2.0-85006413382en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85006413382&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/55703-
dc.description.abstract© 2016 Fuji Technology Press Ltd. All Rights Reserved. Natural disasters recently occurred in the northern region of Thailand have been increasingly becoming an important issue with emphasis on the alarm and caution for damage and frequency of disasters which may cause major losses of human lives and properties. In May 2014, six provinces in the northern region of Thailand were affected by the earthquakes (the main shock of Mw 6.1 (Moment Magnitude by USGS) and hundreds of aftershocks including the one Mw 5.9 at most) that had the epicenters at Phan District, Chiang Rai Province (19.656°N 99.670°E). This research aimed to study the distribution of seismic accelerations at Mae Ngad Somboon Chon Dam in Chiang Mai. The accelerometers were installed at 3 positions in the dam, consisting of the crest, middle and base of the dam. The collected data were compared and analyzed by the Finite Element Method. Analyses of the Linear Elastic Model, the Mohr-Coulomb Model and the Hardening Soil Model with using the acceleration actually recorded at the dam were conducted to determine an appropriate analytical model. The results indicated that the accelerations obtained from the Hardening Soil Model were more suitable for actual accelerations among others. Therefore the behavior of the Hardening SoilModel is more realistic than that of the Linear Elastic Model or the Mohr-Coulomb Model.en_US
dc.subjectEngineeringen_US
dc.titleSeismic responses of zoned earth-fill dam by instrumentation and finite element simulationen_US
dc.typeJournalen_US
article.title.sourcetitleJournal of Disaster Researchen_US
article.volume11en_US
article.stream.affiliationsChiang Mai Universityen_US
Appears in Collections:CMUL: Journal Articles

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