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  1. University of Mandalay
  1. University of Mandalay
  2. Department of Geology

Site Investigation by Bore-Hole Drilling in Sagaing City, Sagaing Region

http://hdl.handle.net/20.500.12678/0000005829
http://hdl.handle.net/20.500.12678/0000005829
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ad3af683-87ef-433a-8d5b-7ba349e557c1
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Site Site Investigation by Bore-Hole Drilling in Sagaing City Sagaing Region.pdf (850 Kb)
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Journal article
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Publication
Title
Title Site Investigation by Bore-Hole Drilling in Sagaing City, Sagaing Region
Language en
Publication date 2020-05-30
Authors
Razar Hlaing
Myo Thant
Than Than Nu
Description
Sagaing City is one of the seismic prone regions since active Sagaing Fault passes through the urban center. The damage properties are commonly influenced by the seismic source properties and the site properties. Site condition associated with surface geological conditions is an important role of seismic hazard assessment. As the effects of earthquakes are commonly influenced by the seismic source properties and the site properties, geotechnical site investigation was carried out for an adequate evaluation of seismic hazard in Sagaing City. Totally (4) boreholes, two of them located in the east and west, and the other two in the north and south across the urban area of the city were carried out in Sagaing City. The collected soil samples from SPT test were sent for laboratory testing. The subsoil site classification will be made for seismic local size effect evaluation based on average shear wave velocity of 30m depth (VS30) of sites by using Uniform Building Code (UBC) classification. Results were obtained from the geotechnical boreholes and it was shown that the results can be used for a rough estimation of sediment thickness. According to the values of shear wave velocity, the soil types found to be the very dense soil including soft rock and soil classes are SC and SD.
Keywords
Sagaing Fault, seismic prone regions, site classification, soil type
Journal articles
5
Unviersity of Mandalay, Research Journal
164 - 173
11
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