Analysis of the Potential of Seismic Stability for the Southern Region of Tangshan Based on ArcGIS

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Abstract:

To assess the potential of seismic stability for the southern region of Tangshan city, five factors are considered, including fault zones, engineering geological condition, hydrogeology condition, dynamic coefficient and site category. In this paper, the process and digitalization and visualization technology of evaluation method for site seismic stability is proposed based on ArcGIS. The overlay method is automatic realized and the seismic stability potential diagram of Tangshan and its southern region is given, which overcomes the drawback that can't automatic classification of other GIS instruments, then time is greatly saved and the efficiency is improved.

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Advanced Materials Research (Volumes 919-921)

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915-920

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Chung J. Development of a Geographic Information System-based Virtual Geotechnical Database and assessment of liquefaction potential for the St. Louis Metropolitan area[D]. United States – Missouri: University of Missouri-Rolla, (2007).

Google Scholar

[2] Kumar A, Maroju S, Bhat A. Application of ArcGIS geostatistical analyst for interpolating environmental data from observations[J]. ENVIRONMENTAL PROGRESS. 2007, 26(3): 220-225.

DOI: 10.1002/ep.10223

Google Scholar

[3] Menezes G B D. GIS-based regionalized impact assessment methodology (RIAM) for subsurface transport of contaminants from point sources[D]. United States - North Carolina: The University of North Carolina at Charlotte, (2007).

Google Scholar

[4] O'Halloran E P. Creating digital geological maps for geographic information systems. [D]. United States - California: San Jose State University, (2003).

Google Scholar

[5] Rein A C. Hazard Analysis of Interdependent Infrastructure: Case Study of the Denver Region[D]. United States – Colorado: University of Colorado at Boulder, (2011).

Google Scholar

[6] Simonson L A. Geology-based probabilistic liquefaction potential mapping of the 7. 5-minute Charleston quadrangle, South Carolina for resilient infrastructure design[D]. United States - South Carolina: Clemson University, (2012).

Google Scholar

[7] Bartlett, S.F. and Yond, Empirical Analysis of Horizontal Ground Displacement Generated by Liquefaction-induced Lateral Spreads. Doctoral Dissertation, Department of Civil Engineering, Brigham Young University, Provo, Utah, Technical Report CGE-92-1, 129p.

Google Scholar

[8] Michael J. Olsen, Steven F. Bartlett, and Barry J. Solomon. Lateral Spread Hazard Mapping of Northern Salt Lake Valley, Utah for a M7. 0 Scenario Earthquake. Developing the Next Generation of [C]. Salt Lack City: The University of Utah, (2010).

DOI: 10.1193/1.2424987

Google Scholar

[9] Daniel W. Hinckley. Liquefaction-induced Ground Displacement Mapping for The Salt Lake Valley, Utah [D]. Salt Lack City: The University of Utah, (2010).

Google Scholar