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Engineering-geological and geotechnical investigations for risk assessment of the University Olympic Village in Izmir (Turkey)

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The Metropolitan Municipality of Izmir (Turkey) designated a steeply inclined area for the construction of buildings to house the participants of the Izmir University Olympic Games. Before the construction activities could start, engineering geological and geotechnical investigations had to be carried out in order to establish which zones in the area were suitable for safe constructions. Seismic studies, borings and laboratory tests yielded the data, which were used for preparing five hazard maps in a GIS environment. The construction activities based on the results of this complex investigation appeared successful. The engineering geological investigations included geotechnical measurements on core samples obtained from the boreholes (core drilling) and laboratory testing. The rock-quality designation (RQD%) values of the rock units were determined and used in the rock-mass classification (rock-mass rating method) as an in-put parameter and in the calculation of the bearing capacity of the various rock units. Geophysical surveys were carried out to determine the seismic velocity of the rocks at the site. A short overview is provided of the main problems that had to be dealt with, and of the successive steps taken to solve the engineering-geological problems. Determination of these problems is necessary for adequate land-use planning and construction activities.
Czasopismo
Rocznik
Strony
43--57
Opis fizyczny
Bibliogr. 28 poz.
Twórcy
autor
  • Geological Engineering Department, Engineering Faculty, Dokuz Eylul University, 35160, Tinaztepe Campus, Buca-Izmir, Turkey
  • Geological Engineering Department, Engineering Faculty, Dokuz Eylul University, 35160, Tinaztepe Campus, Buca-Izmir, Turkey
  • Civil Engineering Department, Engineering Faculty, Ege University, 35100, Bornova-Izmir, Turkey
  • Geophysical Engineering Department, Engineering Faculty, Dokuz Eylul University, 35160, Tinaztepe Campus, Buca-Izmir, Turkey
  • Geophysical Engineering Department, Engineering Faculty, Dokuz Eylul University, 35160, Tinaztepe Campus, Buca-Izmir, Turkey
  • Civil Engineering Department, Engineering Faculty, Ege University, 35100, Bornova-Izmir, Turkey
  • Geophysical Engineering Department, Engineering Faculty, Dokuz Eylul University, 35160, Tinaztepe Campus, Buca-Izmir, Turkey
  • Institute of Geology, Adam Mickiewicz University, Maków Polnych 16, 61-606, Poznań, Poland
Bibliografia
  • ASTM, 1971. Standard test method for plastic limit and plasticity index of soil. ASTM Report D.424-59, 127-128.
  • ASTM, 1979a. Standard method of test for unconfined compressive strength of rock specimens. [In:] Annual book of A.S.T.M. standards19 (1980), 440-443.
  • ASTM, 1979b. Standard method of test for direct shear test on soils under consolidated drained conditions. [In:] Annual book of A.S.T.M. standards, D.3080-72, 487-497.
  • Bell, F.G., 1992. Engineering in rock masses. Butterworth-Heinemann Ltd., London, 570 pp.
  • Bieniawski, Z. T., 1988. The Rock Mass Rating (RMR) System (Geomechanics Classification) in Engineering Practice. [In:] L. Kirkaldie (Ed.). Rock Classification Systems for Engineering Purposes. ASTM STP 984. Philadelphia, 17-34.
  • Bowles, J.E., 1988. Foundation Analysis and Design. Civil Engineering Series, 4th Edition, Singapure.
  • Brown, E.T. (Ed.), 1981. Rock characterization, testing and monitoring B ISRM suggested methods. International Society for Rock Mechanics Commission on Standardization of Laboratory and Field Tests / Pergamon Press, Oxford, 211 pp.
  • Das, B.M., 1995. Principles of foundation engineering (3rd ed.). PWS Publishing Company, Boston, 148-149.
  • Deere, D.U. & Miller, R.P., 1966. Engineering classification and index properties for intact rock. University of Illinois Techn. Rept. AFWL-TR-65-116, 299 pp.
  • Earthquake Code, 1998. Regulations for building structures that will be built in disaster areas, regulation code: 7269/1051 (sections 2 and 12) (in Turkish), http://www.deprem.gov.tr/yonet.htm, Ankara, Turkey.
  • Hoek, E., 1994. Strength of rock and masses, ISRM News Journal, 2, 4-16.
  • Hoek, E., & Brown, E.T., 1997. Practical Estimates of Rock Mass Strength. International Journal of Rock Mechanics and Mining Sciences 34, 1165-1186.
  • Hoek E., Carranza-Torres C.T. & Corkum, B. 2002. Hoek-Brown failure criterion - 2002 edition. Proceedings of the North American Rock Mechanics Society Meeting, Toronto, Canada. 1-6.
  • Hoek, E., Marinos, P.G. & Marinos, V. P., 2005. Characterisation and engineering properties of tectonically undisturbed but lithologically varied sedimentary rock masses. International Journal of Rock Mechanics and Mineral Science 42, 277-285.
  • ISRM, 1981. Rock characterization testing and monitoring. In: E.T. Brown (Ed.), ISRM suggested methods. Pergamon Press, Oxford, 113-116, 135-140.
  • Kıncal, C. & Koca, M.Y., 2009. A proposed method for drawing the great circle representing dip angle and strike changes. Environmental & Engineering Geoscience 15, 145-165.
  • Kıncal, C., Koca, M.Y. & Van Loon, A.J., 2009. Large-scale land-suitability mapping in the GIS environment for the construction site of the University Olympic Village in Izmir (Turkey). Geologos 15, 189-198.
  • Koca, M.Y. & Kıncal, C., 2004. Abandoned stone quarries in and around the Izmir city centre and their geo-environmental impacts - Turkey. Engineering Geology 75, 49-67.
  • Marinos, P. & Hoek, E., 2001. Estimating the geotechnical properties of heterogeneous rock masses such as flysch. Bulletin Engineering Geology Environment 60, 85-92.
  • Midorikawa, S., 1987. Prediction of isoseismal maya in Kanto Plain due to hypothetical earthquake. Journal of Structural Dynamics 33B, 43-48.
  • Merifield, R.S., Lyamin, A.V., Sloan, S.W., 2006. Limit analysis solutions for the bearing capacity of rock masses using the generalized Hoek-Brown criterion. International Journal of Rock Mechanics and Mineral Science 43, 920-937.
  • RocLab, 2002. http://www.rocscience.com/downloads/RocLab.asp, Rocscience Downloads - RocLab.
  • Serrano, A. & Olalla, C., 1994. Ultimate bearing capacity of rock masses. International Journal of Rock Mechanics and Mineral Science 31, 93-106.
  • Sönmez, H. & Ulusay, R., 1999. Modifications to the geological strength index (GSI) and their applicability to stability of slopes. International Journal of Rock Mechanics and Mineral Science 36, 743-760.
  • Sönmez, H. & Ulusay, R., 2002. A discussion on the Hoek-Brown failure criterion verified by the slope stability case studies. Yerbilimleri 26, 77-79.
  • Tarcan, G. & Koca, M.Y., 2001. Hydrogeological and geotechnical assessment of the Kadifekale landslide area, Izmir, Turkey. Environmental Geology 40, 289-299.
  • Web_1. http://maps.google.com/
  • Wyllie, D.C., 1992. Foundation On Rock. E & FN Press, New York, 333 pp.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-643fd091-4b7c-4d3a-98d7-3ff217f1b81c
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